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Z&K Consultants - FY2023-033 PROFESSIONAL SERVICES AGREEMENT By and Between CITY OF RANCHO PALOS VERDES and Z&K CONSULTANTS for On-call Construction Management and Inspection Services 01203 0006/8305201 1 AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE CITY OF RANCHO PALOS VERDES AND Z&K CONSULTANTS THIS AGREEMENT FOR PROFESSIONAL SERVICES ("Agreement") is made and entered into on November 1,2022 by and between the CITY OF RANCHO PALOS VERDES, a California municipal corporation ("City") and Z&K CONSULTANTS, a California corporation ("Consultant") City and Consultant may be referred to, individually or collectively, as"Party"or"Parties " RECITALS A City has sought, by issuance of a Request for Proposals, the performance of the services defined and descnbed particularly in Article 1 of this Agreement B Consultant, following submission of a proposal for the performance of the services defined and descnbed particularly in Article 1 of this Agreement, was selected by the City to perform those services C Pursuant to the City of Rancho Palos Verdes Municipal Code, City has authonty to enter into and execute this Agreement D The Parties desire to formalize the selection of Consultant for performance of those services defined and described particularly m Article 1 of this Agreement and desire that the terms of that performance be as particularly defined and described herein OPERATIVE PROVISIONS NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged,the parties agree as follows ARTICLE 1. SERVICES OF CONSULTANT 1.1 Scone of Services. In compliance with all terms and conditions of this Agreement, the Consultant shall provide those services specified m the "Scope of Services", as stated in the Proposal, attached hereto as Exhibit"A"and incorporated herein by this reference, which may be referred to herein as the "services" or "work" hereunder As a matenal inducement to the City entenng into this Agreement, Consultant represents and warrants that it has the qualifications, experience, and facilities necessary to properly perform the services required under this Agreement in a thorough, competent, and professional manner, and is expenenced m performing the work and services contemplated herein Consultant shall at all times faithfully, competently and to the best of its ability, expenence and talent, perform all services described herein Consultant covenants that it shall follow the highest professional standards in performing the work and services required hereunder and that all materials will be both of good quality as well as fit for the purpose 01203 0006/830520 1 intended For purposes of this Agreement,the phrase"highest professional standards"shall mean those standards of practice recogmzed by one or more first-class firms performing similar work under similar circumstances 1.2 Consultant's Proposal The Scope of Service shall mclude the Consultant's Proposal which shall be incorporated herein by this reference as though fully set forth herein In the event of any inconsistency between the terms of such Proposal and this Agreement, the terms of this Agreement shall govern 1.3 Compliance with Law. Consultant shall keep itself informed concerning, and shall render all services hereunder in accordance with, all ordinances, resolutions, statutes, rules, and regulations of the City and any Federal, State or local governmental entity having jurisdiction in effect at the time service is rendered 1.4 California Labor Law. If the Scope of Services includes any "public work" or "maintenance work," as those terms are defined m California Labor Code section 1720 et seq and California Code of Regulations, Title 8, Section 16000 et seq, and if the total compensation is $1,000 or more, Consultant shall pay prevailing wages for such work and comply with the requirements m California Labor Code section 1770 et seq and 1810 et seq , and all other applicable laws, including the following requirements (a) Public Work The Parties acknowledge that some or all of the work to be performed under this Agreement is a "public work" as defined in Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720)of the California Labor Code relating to public works contracts and the rules and regulations established by the Department of Industrial Relations ("DIR") implementing such statutes The work performed under this Agreement is subject to compliance monitonng and enforcement by the DIR Consultant shall post job site notices, as prescnbed by regulation (b) Prevailing Wages Consultant shall pay prevailing wages to the extent required by Labor Code Section 1771 Pursuant to Labor Code Section 1773 2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested party on request By initiating any work under this Agreement, Consultant acknowledges receipt of a copy of the DIR determination of the prevailing rate of per diem wages, and Consultant shall post a copy of the same at each job site where work is performed under this Agreement (c) Penalty for Failure to Pay Prevailing Wages Consultant shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages The 01203 0006/830520 1 2 Consultant shall, as a penalty to the City, forfeit $200 (two hundred dollars) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as detemuned by the DIR for the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Consultant or by any subcontractor (d) Payroll Records Consultant shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Consultant and each subconsultant to keep accurate payroll records and verify such records m writing under penalty of perjury, as specified in Section 1776, certify and make such payroll records available for inspection as provided by Section 1776, and inform the City of the location of the records (e) Apprentices Consultant shall comply with and be bound by the provisions of Labor Code Sections 1777 5, 1777 6, and 1777 7 and California Code of Regulations Title 8, Section 200 et seq concerning the employment of apprentices on public works projects Consultant shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations Prior to commencing work under this Agreement, Consultant shall provide City with a copy of the information submitted to any applicable apprenticeship program Within 60(sixty)days after concludmg work pursuant to this Agreement, Consultant and each of its subconsultants shall submit to the City a venfied statement of the journeyman and apprentice hours performed under this Agreement (f) Eight-Hour Work Day Consultant acknowledges that 8 (eight)hours labor constitutes a legal day's work Consultant shall comply with and be bound by Labor Code Section 1810 (g) Penalties for Excess Hours Consultant shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours The Consultant shall, as a penalty to the City, forfeit $25 (twenty five dollars for each worker employed in the performance of this Agreement by the Consultant or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 (eight)hours in any one calendar day and 40 (forty)hours in any one calendar week m violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code Pursuant to Labor Code section 1815,work performed by employees of Consultant in excess of 8 (eight) hours per day, and 40 (forty) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of 8 hours per day at not less than one and 1'/2(one and one half)times the basic rate of pay (h) Workers' Compensation California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees if it has employees In accordance with the provisions of California Labor Code Section 1861,Consultant certifies as follows "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-msurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract" 01203 0006/830520 1 3 Consultant's Authorized Imtials CAr— (i) Consultant's Responsibility for Subcontractors For every subcontractor who will perform work under this Agreement, Consultant shall be responsible for such subcontractor's compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement m any contract with any subcontractor for work under this Agreement Consultant shall be required to take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a penodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages Consultant shall diligently take corrective action to halt or rectify any such failure by any subcontractor 1.5 Licenses,Permits,Fees and Assessments. Consultant shall obtain at its sole cost and expense such licenses, permits and approvals as may be required by law for the performance of the services required by this Agreement Consultant shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Consultant's performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder 1.6 Familiarity with Work. By executing this Agreement, Consultant warrants that Consultant (i) has thoroughly investigated and considered the scope of services to be performed, (ii) has carefully considered how the services should be performed, and (m) fully understands the facilities, difficulties and restrictions attending performance of the services under this Agreement If the services involve work upon any site, Consultant warrants that Consultant has or will investigate the site and is or will be fully acquamted with the conditions there existing, pnor to commencement of services hereunder Should the Consultant discover any latent or unknown conditions, which will materially affect the performance of the services hereunder, Consultant shall unmediately inform the City of such fact and shall not proceed except at Consultant's risk until written instructions are received from the Contract Officer in the form of a Change Order 1.7 Care of Work. The Consultant shall adopt reasonable methods during the life of the Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the work by City, except such losses or damages as may be caused by City's own negligence 01203 0006/830520 1 4 1.8 Further Responsibilities of Parties Both parties agree to use reasonable care and diligence to perform their respective obligations under this Agreement Both parties agree to act m good faith to execute all instruments, prepare all documents and take all actions as may be reasonably necessary to cavy out the purposes of this Agreement Unless hereafter specified,neither party shall be responsible for the service of the other 1.9 Additional Services. City shall have the nght at any time during the performance of the services, without invalidating this Agreement, to order extra work beyond that specified in the Scope of Services or make changes by altering, adding to or deducting from said work No such extra work may be undertaken unless a written Change Order is first given by the Contract Officer to the Consultant, incorporating therein any adjustment m (i) the Contract Sum for the actual costs of the extra work, and/or (ii) the time to perform this Agreement, which said adjustments are subject to the wntten approval of the Consultant Any increase in compensation of up to 15% (fifteen percent) of the Contract Sum,or, in the time to perform of up to 90(ninety) days,may be approved by the Contract Officer through a wntten Change Order Any greater increases, taken either separately or cumulatively, must be approved by the City Council It is expressly understood by Consultant that the provisions of this Section shall not apply to services specifically set forth in the Scope of Services Consultant hereby acknowledges that it accepts the risk that the services to be provided pursuant to the Scope of Services may be more costly or time consuming than Consultant anticipates and that Consultant shall not be entitled to additional compensation therefor City may in its sole and absolute discretion have similar work done by other Consultants No claims for an increase m the Contract Sum or time for performance shall be valid unless the procedures established in this Section are followed If in the performance of the contract scope, the Consultant becomes aware of matenal defects m the scope, duration or span of the contract or the Consultant becomes aware of extenuating circumstance that will or could prevent the completion of the contract, on time or on budget, the Consultant shall mform the Contracting Officer of an anticipated Change Order This proposed change order will stipulate, the facts surrounding the issue, proposed solutions, proposed costs and proposed schedule impacts 1.10 Special Requirements. Additional terms and conditions of this Agreement, if any, which are made a part hereof are set forth m the "Special Requirements" attached hereto as Exhibit "B" and incorporated herein by this reference In the event of a conflict between the provisions of Exhibit"B"and any other provisions of this Agreement,the provisions of Exhibit"B"shall govern 01203 0006/830520 1 5 ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT. 2.1 Contract Sum. Subject to any limitations set forth m this Agreement, City agrees to pay Consultant the amounts specified in the "Schedule of Compensation" attached hereto as Exhibit "C" and incorporated herein by this reference The total compensation, mcluding reimbursement for actual expenses, shall not exceed $1,500,000 (One Million Five Hundred Thousand Dollars) (the"Contract Sum"),unless additional compensation is approved pursuant to Section 1 9 2 2 Method of Compensation. The method of compensation may include (i) a lump sum payment upon completion, (ii) payment in accordance with specified tasks or the percentage of completion of the services, (iii) payment for time and materials based upon the Consultant's rates as specified in the Schedule of Compensation, provided that (a) time estimates are provided for the performance of sub tasks, and(b) the Contract Sum is not exceeded, or(iv) such other methods as may be specified in the Schedule of Compensation 2.3 Reimbursable Expenses. Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4 5, and only if specified in the Schedule of Compensation The Contract Sum shall include the attendance of Consultant at all project meetings reasonably deemed necessary by the City Coordination of the performance of the work with City is a cntical component of the services If Consultant is required to attend additional meetings to facilitate such coordination, Consultant shall not be entitled to any additional compensation for attending said meetings 2.4 Invoices. Each month Consultant shall furnish to City an ongmal invoice, using the City template, or in a format acceptable to the City, for all work performed and expenses incurred during the preceding month m a form approved by City's Director of Finance By submitting an invoice for payment under this Agreement, Consultant is certifying compliance with all provisions of the Agreement The invoice shall detail charges for all necessary and actual expenses by the following categories labor (by sub-category), travel, matenals, equipment, supplies, and sub- contractor contracts Sub-contractor charges shall also be detailed by such categones Consultant shall not invoice City for any duplicate services performed by more than one person City shall independently review each invoice submitted by the Consultant to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement Except as to any charges for work performed or expenses incurred by Consultant which are disputed by City, or as provided m Section 7 3, City will use its best efforts to cause Consultant to be paid within 45 (forty-five) days of receipt of Consultant's correct and undisputed invoice, however, Consultant acknowledges and agrees that due to City warrant run 01203 0006/830520 1 6 procedures, the City cannot guarantee that payment will occur withm this time penod In the event any charges or expenses are disputed by City,the ongmal invoice shall be returned by City to Consultant for correction and resubmission Review and payment by City for any invoice provided by the Consultant shall not constitute a waiver of any nghts or remedies provided herem or any applicable law 2.5 Waiver. Payment to Consultant for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Consultant ARTICLE 3. PERFORMANCE SCHEDULE 3.1 Time of Essence. Time is of the essence in the performance of this Agreement 3.2 Schedule of Performance. Consultant shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all services within the time penod(s) established m the "Schedule of Performance" attached hereto as Exhibit "D" and incorporated herem by this reference When requested by the Consultant, extensions to the time penod(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer through a Change Order,but not exceedmg 90(ninety)days cumulatively 3.3 Force Majeure. The time penod(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Consultant, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, nots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Consultant shall within 10 (ten) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay The Contract Officer shall ascertam the facts and the extent of delay, and extend the time for performing the services for the penod of the enforced delay when and if in the judgment of the Contract Officer such delay is justified The Contract Officer's determination shall be final and conclusive upon the parties to this Agreement In no event shall Consultant be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Consultant's sole remedy being extension of the Agreement pursuant to this Section 3.4 Term. Unless earlier terminated in accordance with Article 7 of this Agreement,this Agreement shall continue m full force and effect until completion of the services but not exceeding three 01203 0006/8305201 7 years from the date hereof, except as otherwise provided m the Schedule of Performance (Exhibit"D") The City may, in its discretion,extend the Term by one additional two-year term ARTICLE 4. COORDINATION OF WORK 4.1 Representatives and Personnel of Consultant. The following principals of Consultant ("Principals") are hereby designated as being the principals and representatives of Consultant authonzed to act in its behalf with respect to the work specified herein and make all decisions in connection therewith Crystal Faqih,President It is expressly understood that the experience,knowledge, capability and reputation of the foregoing principals were a substantial inducement for City to enter into this Agreement Therefore, the foregoing principals shall be responsible during the term of this Agreement for directing all activities of Consultant and devoting sufficient time to personally supervise the services hereunder All personnel of Consultant, and any authonzed agents, shall at all times be under the exclusive direction and control of the Principals For purposes of this Agreement, the foregoing Principals may not be replaced nor may their responsibilities be substantially reduced by Consultant without the express written approval of City Additionally, Consultant shall utilize only the personnel included in the Proposal to perform services pursuant to this Agreement Consultant shall make every reasonable effort to maintain the stability and continuity of Consultant's staff and subcontractors, if any,assigned to perform the services required under this Agreement Consultant shall notify City of any changes in Consultant's staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance City shall have the right to approve or reject any proposed replacement personnel,which approval shall not be unreasonably withheld 4.2 Status of Consultant. Consultant shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City,whether by contract or otherwise,unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred m writing by City Consultant shall not at any time or in any manner represent that Consultant or any of Consultant's officers, employees, or agents are in any manner officials, officers, employees or agents of City Neither Consultant, nor any of Consultant's officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City's employees Consultant expressly waives any claim Consultant may have to any such rights 4.3 Contract Officer. The Contract Officer shall be Ramzi Awwad, or such person as may be designated by the Director of Public Works It shall be the Consultant's responsibility to assure that the Contract Officer is kept informed of the progress of the performance of the services and the 01203 0006/830520 1 8 Consultant shall refer any decisions which must be made by City to the Contract Officer Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer The Contract Officer shall have authority,if specified m writing by the City Manager,to sign all documents on behalf of the City required hereunder to cavy out the terms of this Agreement 4.4 Independent Consultant Neither the City nor any of its employees shall have any control over the manner, mode or means by which Consultant, its agents or employees, perform the services required herein, except as otherwise set forth herein City shall have no voice m the selection, discharge, supervision or control of Consultant's employees, servants,representatives or agents, or m fixing their number, compensation or hours of service Consultant shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role Consultant shall not at any time or in any manner represent that it or any of its agents or employees are agents or employees of City City shall not m any way or for any purpose become or be deemed to be a partner of Consultant in its business or otherwise or a Joint venturer or a member of any joint enterprise with Consultant 4.5 Prohibition Against Subcontracting or Assignment. The expenence, knowledge, capability and reputation of Consultant, its principals and employees were a substantial inducement for the City to enter into this Agreement Therefore, Consultant shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City, all subcontractors included in the Proposal are deemed approved In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed,hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more 25% (twenty five percent) of the present ownership and/or control of Consultant, taking all transfers into account on a cumulative basis In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void No approved transfer shall release the Consultant or any surety of Consultant of any liability hereunder without the express consent of City ARTICLE 5. INSURANCE AND INDEMNIFICATION 5.1 Insurance Coverages. Without limiting Consultant's indemnification of City, and prior to commencement of any services under this Agreement, Consultant shall obtam, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City (a) General liability insurance Consultant shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, 01203 0006/830520 1 9 in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage The policy must include contractual liability that has not been amended Any endorsement restricting standard ISO "insured contract" language will not be accepted (b) Automobile liability insurance Consultant shall mamtam automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Consultant ansmg out of or in connection with Services to be performed under this Agreement, including coverage for any owned, hired, non- owned or rented vehicles, m an amount not less than $1,000,000 combined single limit for each accident (c) Professional liability (errors & omissions) insurance Consultant shall mamtam professional liability insurance that covers the Services to be performed in connection with this Agreement, in the minimum amount of$1,000,000 per claim and in the aggregate Any policy inception date, continuity date, or retroactive date must be before the effective date of this Agreement and Consultant agrees to maintain continuous coverage through a penod no less than three(3)years after completion of the services required by this Agreement (d) Workers' compensation msurance Consultant shall mamtam Workers' Compensation Insurance(Statutory Limits)and Employer's Liability Insurance (with limits of at least$1,000,000) (e) Subcontractors Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor All coverages for subcontractors shall include all of the requirements stated herein (f) Additional Insurance Policies of such other insurance, as may be required in the Special Requirements in Exhibit"B" 5.2 General Insurance Requirements. (a) Proof of insurance Consultant shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance Current certification of insurance shall be kept on file with City at all times during the term of this Agreement City reserves the nght to require complete, certified copies of all required msurance policies, at any time (b) Duration of coverage Consultant shall procure and maintain for the duration of this Agreement insurance against claims for mjunes to persons or damages to property, which may arise from or m connection with the performance of the Services hereunder by Consultant,its agents,representatives,employees or subconsultants 01203 0006/830520 1 10 (c) Primary/noncontributing Coverage provided by Consultant shall be primary and any msurance or self-msurance procured or mamtamed by City shall not be required to contribute with it The limits of msurance required herem may be satisfied by a combination of primary and umbrella or excess insurance Any umbrella or excess msurance shall contam or be endorsed to contam a provision that such coverage shall also apply on a primary and non- contributory basis for the benefit of City before the City's own insurance or self-insurance shall be called upon to protect it as a named insured (d) City's rights of enforcement In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtam and continuously maintain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments In the alternative, City may cancel this Agreement (e) Acceptable insurers All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of msurance or that is on the List of Approved Surplus Lme Insurers m the State of California, with an assigned policyholders' Ratmg of A-(or higher)and Financial Size Category Class VI(or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager (f) Waiver of subrogation All msurance coverage mamtamed or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Consultant or others providing insurance evidence in compliance with these specifications to waive their right of recovery pnor to a loss Consultant hereby waives its own right of recovery against City,and shall require similar written express waivers and msurance clauses from each of its subconsultants (g) Enforcement of contract provisions (non-estoppel) Consultant acknowledges and agrees that any actual or alleged failure on the part of the City to inform Consultant of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder (h) Requirements not limiting Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type If the Consultant maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Consultant Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City (i) Notice of cancellation Consultant agrees to oblige its insurance agent or broker and insurers to provide to City with a 30 (thirty) day notice of cancellation (except for 01203 0006/830520 1 1 1 nonpayment for which a 10 (ten) day notice is required) or nonrenewal of coverage for each required coverage (l) Additional insured status General liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies This provision shall also apply to any excess/umbrella liability policies (k) Prohibition of undisclosed coverage limitations None of the coverages required herein will be m compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in wntmg (1) Separation of insureds A severability of interests provision must apply for all additional insureds ensuring that Consultant's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability The policy(ies)shall not contain any cross-liability exclusions (m) Pass through clause Consultant agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Consultant, provide the same minimum insurance coverage and endorsements required of Consultant Consultant agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section Consultant agrees that upon request, all agreements with consultants, subcontractors,and others engaged in the project will be submitted to City for review (n) Agency's right to revise specifications The City reserves the nght at any time during the term of the contract to change the amounts and types of insurance required by giving the Consultant 90 (ninety) days advance written notice of such change If such change results in substantial additional cost to the Consultant, the City and Consultant may renegotiate Consultant's compensation (o) Self-insured retentions Any self-msured retentions must be declared to and approved by City City reserves the nght to require that self-msured retentions be eliminated, lowered, or replaced by a deductible Self-insurance will not be considered to comply with these specifications unless approved by City (p) Timely notice of claims Consultant shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Consultant's performance under this Agreement, and that involve or may involve coverage under any of the required liability policies (q) Additional insurance Consultant shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work 01203 0006/8305201 12 5.3 Indemnification. To the full extent permitted by law, Consultant agrees to indemnify, defend and hold harmless the City, its officers, employees and agents ("Indemnified Parties") against, and will hold and save them and each of them harmless from, any and all actions, either judicial, administrative, arbitration or regulatory claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities whether actual or threatened(herein"claims or liabilities") that may be asserted or claimed by any person, firm or entity arising out of or in connection with the negligent performance of the work, operations or activities provided herein of Consultant, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Consultant is legally liable ("indemnitors"), or ansing from Consultant's or indemnitors' reckless or willful misconduct, or ansmg from Consultant's or indemnitors' negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement,and in connection therewith (a) Consultant will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys' fees incurred in connection therewith, (b) Consultant will promptly pay any judgment rendered against the City, its officers,agents or employees for any such claims or liabilities arising out of or in connection with the negligent performance of or failure to perform such work,operations or activities of Consultant hereunder, and Consultant agrees to save and hold the City, its officers,agents, and employees harmless therefrom, (c) In the event the City, its officers,agents or employees is made a party to any action or proceeding filed or prosecuted against Consultant for such damages or other claims ansmg out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Consultant hereunder,Consultant agrees to pay to the City, its officers, agents or employees,any and all costs and expenses incurred by the City, its officers,agents or employees in such action or proceeding, including but not limited to,legal costs and attorneys' fees Consultant shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Consultant shall be fully responsible to indemnify City hereunder therefore, and failure of City to monitor compliance with these provisions shall not be a waiver hereof This indemnification mcludes claims or liabilities ansmg from any negligent or wrongful act, error or omission, or reckless or willful misconduct of Consultant in the performance of professional services hereunder The provisions of this Section do not apply to claims or liabilities occumng as a result of City's sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting m part from City's negligence, except that design professionals' indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness or willful misconduct of the design professional The indemnity obligation shall be binding on successors and assigns of Consultant and shall survive termination of this Agreement 01203 0006/830520 i 13 ARTICLE 6. RECORDS,REPORTS,AND RELEASE OF INFORMATION 6.1 Records. Consultant shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices,vouchers, canceled checks,reports, studies or other documents relating to the disbursements charged to City and services performed hereunder (the "books and records"), as shall be necessary to perform the services required by this Agreement and enable the Contract Officer to evaluate the performance of such services Any and all such documents shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed The Contract Officer shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such records Such records shall be maintained for a period of three (3)years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required In the event of dissolution of Consultant's business, custody of the books and records may be given to City, and access shall be provided by Consultant's successor in mterest Notwithstandmg the above, the Consultant shall fully cooperate with the City m providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act 6.2 Reports. Consultant shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the services required by this Agreement as the Contract Officer shall require Consultant hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement For this reason, Consultant agrees that if Consultant becomes aware of any facts, circumstances, techniques, or events that may or will matenally increase or decrease the cost of the work or services contemplated herein or, if Consultant is providing design services, the cost of the project being designed, Consultant shall promptly notify the Contract Officer of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto and, if Consultant is providing design services,the estimated increased or decreased cost estimate for the project being designed 6.3 Ownership of Documents. All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the "documents and matenals") prepared by Consultant, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Consultant shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and matenals hereunder Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Consultant will be at the City's sole nsk and without liability to Consultant, and Consultant's guarantee and warranties shall not extend to such use, reuse or assignment Consultant may retain copies of such 01203 0006/8305201 14 documents for its own use Consultant shall have the right to use the concepts embodied therein All subcontractors shall provide for assignment to City of any documents or matenals prepared by them, and in the event Consultant fails to secure such assignment, Consultant shall indemnify City for all damages resulting therefrom Moreover, Consultant with respect to any documents and matenals that may qualify as "works made for hire" as defined in 17 U S C § 101, such documents and matenals are hereby deemed`works made for hire"for the City 6.4 Confidentiality and Release of Information. (a) All information gained or work product produced by Consultant in performance of this Agreement shall be considered confidential,unless such information is in the public domain or already known to Consultant Consultant shall not release or disclose any such information or work product to persons or entities other than City without pnor wntten authonzation from the Contract Officer (b) Consultant, its officers, employees, agents or subcontractors, shall not, without pnor wntten authorization from the Contract Officer or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to mterrogatones or other information concerning the work performed under this Agreement Response to a subpoena or court order shall not be considered`voluntary" provided Consultant gives City notice of such court order or subpoena (c) If Consultant, or any officer, employee, agent or subcontractor of Consultant, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and mdemnity from Consultant for any damages, costs and fees,including attorney's fees,caused by or incurred as a result of Consultant's conduct (d) Consultant shall promptly notify City should Consultant, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, mterrogatones, request for admissions or other discovery request, court order or subpoena from any party regardmg this Agreement and the work performed there under City retains the right,but has no obligation,to represent Consultant or be present at any deposition, hearing or similar proceeding Consultant agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Consultant However,this right to review any such response does not imply or mean the nght by City to control,direct,or rewnte said response ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION 7.1 California Law. This Agreement shall be interpreted, construed and governed both as to validity and to performance of the parties in accordance with the laws of the State of California Legal actions concerning any dispute, claim or matter ansmg out of or m relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropnate court m such county, and Consultant covenants and agrees to submit to the personal jurisdiction of such court in the event of such action In the event of litigation in a U S District 01203 0006/8305201 15 Court, venue shall he exclusively in the Central District of California, in the County of Los Angeles, State of California 7.2 Disputes;Default. In the event that Consultant is m default under the terms of this Agreement,the City shall not have any obligation or duty to contmue compensating Consultant for any work performed after the date of default Instead, the City may give notice to Consultant of the default and the reasons for the default The notice shall include the timeframe in which Consultant may cure the default This timeframe is 15 (fifteen) days, but may be extended, though not reduced, if circumstances warrant During the period of time that Consultant is in default,the City shall hold all invoices and shall, when the default is cured, proceed with payment on the invoices In the alternative, the City may, m its sole discretion, elect to pay some or all of the outstanding invoices during the period of default If Consultant does not cure the default, the City may take necessary steps to terminate this Agreement under this Article Any failure on the part of the City to give notice of the Consultant's default shall not be deemed to result m a waiver of the City's legal nghts or any rights ansmg out of any provision of this Agreement 7.3 Retention of Funds. Consultant hereby authorizes City to deduct from any amount payable to Consultant (whether or not ansmg out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Consultant's acts or omissions m performing or failing to perform Consultant's obligation under this Agreement In the event that any claim is made by a third party,the amount or validity of which is disputed by Consultant, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due,without liability for interest because of such withholding, an amount sufficient to cover such claim The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Consultant to insure,indemnify,and protect City as elsewhere provided herein 7.4 Waiver. Waiver by any party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition,or covenant Waiver by any party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement Acceptance by City of any work or services by Consultant shall not constitute a waiver of any of the provisions of this Agreement No delay or omission m the exercise of any right or remedy by a non-defaulting party on any default shall impair such right or remedy or be construed as a waiver Any waiver by either party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement 01203 0006/8305201 16 7.5 Rights and Remedies are Cumulative. Except with respect to nghts and remedies expressly declared to be exclusive in this Agreement,the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party 7.6 Legal Action. In addition to any other rights or remedies,either party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtam any other remedy consistent with the purposes of this Agreement Notwithstanding any contrary provision herein, Consultant shall file a statutory claim pursuant to Government Code Sections 905 et seq and 910 et seq,in order to pursue a legal action under this Agreement 7.7 Termination Prior to Expiration of Term. This Section shall govern any termination of this Contract except as specifically provided in the following Section for termination for cause The City reserves the right to terminate this Contract at any time, with or without cause, upon thirty (30) days' written notice to Consultant, except that where termination is due to the fault of the Consultant, the period of notice may be such shorter time as may be determined by the Contract Officer Upon receipt of any notice of termmation, Consultant shall immediately cease all services hereunder except such as may be specifically approved by the Contract Officer Consultant shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination and for any services authorized by the Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be approved by the Contract Officer, except as provided in Section 7 3 In the event of termination without cause pursuant to this Section, the City need not provide the Consultant with the opportunity to cure pursuant to Section 7 2 7.8 Termination for Default of Party. If termination is due to the failure of the other Party to fulfill its obligations under this Agreement (a) City may, after compliance with the provisions of Section 7 2, take over the work and prosecute the same to completion by contract or otherwise, and the Consultant shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Consultant for the purpose of set-off or partial payment of the amounts owed the City as previously stated (b) Consultant may, after compliance with the provisions of Section 7 2,terminate the Agreement upon written notice to the City's Contract Officer Consultant shall be entitled to payment for all work performed up to the date of termination 01203 0006/8305201 17 7.9 Attorneys' Fees. If either party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney's fees Attorney's fees shall include attorney's fees on any appeal, and in addition a party entitled to attorney's fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred m such litigation All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION 8.1 Non-liability of City Officers and Employees. No officer or employee of the City shall be personally liable to the Consultant, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Consultant or to its successor, or for breach of any obligation of the terms of this Agreement 8.2 Conflict of Interest. Consultant covenants that neither it, nor any officer or pnncipal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict m any manner with the interests of City or which would in any way hinder Consultant's performance of services under this Agreement Consultant further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express wntten consent of the Contract Officer Consultant agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City m the performance of this Agreement No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to the Agreement which affects her/his financial interest or the financial interest of any corporation, partnership or association in which (s)he is, directly or indirectly, interested, in violation of any State statute or regulation The Consultant warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement 8.3 Covenant Against Discrimination. Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that there shall be no discnmmation against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, manta'status,national origin,ancestry or other protected class in the performance of this Agreement Consultant shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, 01203 0006/830520 1 18 religion, sex, gender, sexual orientation, mantal status, national origin, ancestry or other protected class 8.4 Unauthorized Aliens. Consultant hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U S C § 1101 et seq , as amended, and in connection therewith, shall not employ unauthonzed aliens as defined therein Should Consultant so employ such unauthonzed aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Consultant hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys' fees, incurred by City ARTICLE 9. MISCELLANEOUS PROVISIONS 9.1 Notices. Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer (with her/his name and City title), City of Rancho Palos Verdes, 30940 Hawthorne Blvd, Rancho Palos Verdes, California 90275 and in the case of the Consultant, to the person(s) at the address designated on the execution page of this Agreement Either party may change its address by notifying the other party of the change of address in writing Notice shall be deemed communicated at the time personally delivered or m 72(seventy two)hours from the time of mailing if mailed as provided in this section 9.2 Interpretation. The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply 9.3 Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed to be an original,and such counterparts shall constitute one and the same instrument 9.4 Integration; Amendment. This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the parties It is understood that there are no oral agreements between the parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any,between the parties,and none shall be used to interpret this Agreement No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Consultant and by 01203 0006/8305201 19 the City Council The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void 9.5 Severability. In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent junsdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the parties hereunder unless the invalid provision is so material that its invalidity deprives either party of the basic benefit of their bargain or renders this Agreement meaningless 9.6 Warranty&Representation of Non-Collusion. No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation,partnership, or association in which(s)he is directly or indirectly interested, or in violation of any State or municipal statute or regulation The determination of "financial interest" shall be consistent with State law and shall not include interests found to be "remote" or "noninterests" pursuant to Government Code Sections 1091 or 1091 5 Consultant warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement Consultant further warrants and represents that (s)he/it has not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement Consultant is aware of and understands that any such act(s), omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect Consultant's Authonzed Initials C Y-- 9.7 Corporate Authority. The persons executing this Agreement on behalf of the parties hereto warrant that(i)such party is duly organized and existing, (ii) they are duly authorized to execute and dehver this Agreement on behalf of said party, (iii) by so executing this Agreement, such party is formally bound to the provisions of this Agreement, and (iv) that entenng mto this Agreement does not violate any provision of any other Agreement to which said party is bound This Agreement shall be binding upon the heirs,executors, administrators,successors and assigns of the parties [SIGNATURES ON FOLLOWING PAGE] 01203 000618305201 20 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and year first-above wntten CITY: CITY OF RANCHO PALOS VERDES,a m s . la •. bora- . l `Ofr� David L Bradley,Mayor ATTEST: Teresa ao a,City Clerk APPROVED AS TO FORM: ALESHIRE&WYNDER,LLP William W WyndCity Attorney CONSULTANT: Z&K CONSULTANTS,a California corporation By Name Crystal Faqih Title President By 0 Name —4 - Title CHIEF 1=1 NA-1.1 C14 L- 0 Fri CiF Address 473 E Carnegie Drive, Suite 200 San Bernadino,California 92400 Two corporate officer signatures required when Consultant is a corporation,with one signature required from each of the following groups 1)Chairman of the Board,President or any Vice President,and 2) Secretary,any Assistant Secretary,Chief Financial Officer or any Assistant Treasurer CONSULTANT'S SIGNATURES SHALL BE DULY NOTARIZED,AND APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS MAY BE REQUIRED BY THE BYLAWS,ARTICLES OF INCORPORATION,OR OTHER RULES OR REGULATIONS APPLICABLE TO CONSULTANT'S BUSINESS ENTITY 01203 0006/830520 1 21 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE§ 1189 cr�cc:c, zevaccrc,c ,arlcc.e..^ r.�xc-c--ck- :c-t-A- -cr •, crsr,i-k- c:ccrecc csccc•rrQ'cc rccm-e sA A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document State of California ) County off g 1 V e r,5)66 { ) On O ober 1.512.022- before me, L��zAbt`H'l M "Rots i 1 Al vD"k-c-f P0b\ (-- Date Here Insert Name and Title of the Officer personally appeared Cr t 5+c fall and 2.e. jcw11 , f ac i k Name(s)of Signer(s) u who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)--ie/are subscribed to the within instrument and acknowledged to me that hefshe/they executed the same in /their authorized capacity(ies),and that betheir signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct ELIZABETH M ROSS WITNESS my hand and official seal Notary Public CalHornta ..-." 1,-:.7'. Orange County .1 �� 1 : � Commission/2363307 Signature at My Comm Expires Jun 29,2025 %Signature of Not ry Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached D cu nt ," Title or Type of Docent �r P. i n _ v A . ' 'J 'n ,_ n F , i n _ IS Qrc�-S Document Date NO O V e-t'Y')ber ,1.-i 2-0 Z 2- Number of Pages 11 cl Signer(s) Other Than Named Above N IN Capacity(ies) Claim dby Signers _ Signer's Name " rLt CrreG i � e�l . Sigper's Name Zuc i ,M ro►Gi 1 A. CIS orporate Officer — T.rT[[le(s) Sid en t -Corporate Officer L Title(s) C f(� El Partner — ❑ Limited ❑General ❑Partner — Cl Limited ❑General ❑ Individual ❑Attorney in Fact 0 Individual ❑Attorney in Fact ❑Trustee 0 Guardian or Conservator El Trustee El Guardian or Conservator ❑Other El Other Signer Is Representing Signer Is Representing ©2016 National Notary Association•www NationalNotary org • 1-800-US NOTARY(1-800-876-6827) Item#5907 EXHIBIT"A" SCOPE OF SERVICES Consultant will provide on-call Construction Management and Inspection services, as more fully detailed herein and in Exhibit A-1. The Consultant has been selected to provide services of a certain nature which will be readily available for a fixed rate when needed.However, before any work is performed,the Consultant must provide a specific written proposal for any requested services and get written approval of the terms of the proposal from the City, as such process is more fully descnbed herein. Unless specifically defined, each category or type of work listed shall be construed broadly to include all services customarily descnbed under such category or type. General Responsibilities 1 Mamtam a clear line of communication with the City All wntten communication with the City shall be in a format acceptable to the City 2 Mamtam project records including Daily Inspection Reports,project quantities,and punch list 3 It is the City of RPV's desire to fund the following services at no more than 4 hours for mspection services per workmg day for during of each project Construction Management Services 1 The Consultant shall serve as the Construction Manager(CM)and City's representative for the construction work performed during the assigned project The CM shall be providing liaison services and communication to the construction contractor A second point of contact shall be identified to act m the CM's absence 2 The CM shall a Oversee the Construction Inspectors on inspecting all aspects of the construction site and construction contractor's work for safety measures and check compliance with all State and City regulatory requirements, immediately notify the construction contractor and report to the City all violations or near misses and then properly document them b Review and have a thorough understanding of the construction contract documents including but not limited to plans, specifications,bid sheet,special provisions,general conditions, schedule,etc c Schedule and conduct,weekly progress,and other necessary meetings, including preparing and distribution of agendas,meeting minutes, and any other necessary documentation d Review,comment,and recommend for acceptance the construction schedule, ensure that the construction contractor stays on schedule , if the construction 01203 0006/830520 1 A-1 contractor is not progressing according to the schedule, document delays,and provide timely notice to the construction contractor as needed,as well as City, and calculate potential liquidated damages e Review,comment,and recommend for acceptance of all submittals including shop drawings and samples,consulting with the Engmeer of Record when necessary f Review all Requests for Information and prepare responses through consultations with the Engineer of Record when necessary g Review all Proposed Change Orders,prepare independent cost estimates and schedule impact analyses,and recommend action-consulting with the Engineer of Record when necessary For approved Change Orders,prepare necessary documentation mcludmg a narrative explaining the circumstances leading to the Change Order and other supporting information h Review all Pay Requests for accuracy of work completed and quantity installed, ensure that all pertinent mformation is included,and provide comments and recommendations for payment 3 The CM shall not make decisions and/or give orders to the construction contractor on issues not specified above When such issue arises,the CM shall contact the City's Project Manager immediately for instructions 4 Maintain comprehensive project files in electronic format that are easily accessible to City staff, including daily inspection reports,all testing data,redline drawings of the plans,correspondence with construction contractor,Engineer of Record,City staff, and the public All project files shall be organized in a folder structure and file naming convention that allows for easy identification of the topics and dates of all documents Inspection Services 1 The Consultant shall provide on-site full-time construction inspection services for all activities that require construction inspection throughout the construction of the assigned project 2 The Consultant shall a Review plans,specifications,bid sheet, special provisions,general conditions, schedule,and any other construction contract documents prior to the construction contractor performing scheduled work,maintain a thorough understanding work to be performed and coordinate daily with City staff and construction contractor on all construction activity and site matters b Inspect all aspects of the construction site and construction contractor's work for safety measures and check compliance with all State and Local regulatory 01203 0006/830520 1 A-2 requirements including but not limited to OSHA, immediately notify the construction contractor and report to the City all violations or near misses and then properly document them c Ensure that all Erosion and Sediment controls,tree protection controls, and other environmental protections are in compliance with the construction contract documents as well as any applicable State and Local requirements, and that any deficiencies are immediately reported to the construction contractor and the City, and documented d Ensure that all work zones are in compliance with the approved Maintenance of Traffic Plans,the Manual for Uniform Traffic Control Devices,and any other applicable State or Local regulatory requirements, and that any deficiencies are immediately reported to the construction contractor and the City and then documented e Perform and document results of Stormwater Pollution Prevention Plan compliance checks to ensure that the construction contractor is adequately performing all self-inspections and documenting results f Monitor and mspect all site activities and verify that all work is installed in accordance with plans, specifications,bid sheet,and is in compliance with construction contract's special provisions and general conditions, immediately report non-compliance to the construction contractor and the City and then document accordingly g Identify all supplier documents/tickets needed to verify that matenals delivered and/or installed are in compliance with plans,specifications, and bid sheet,collect and organize these documents into the project files and verify compliance h Ensure the construction contractor performs all necessary testing of installed materials in accordance with specifications,oversee the materials testing, collect all testing documents and record results,notify the construction contractor of non-satisfactory tests, and report to the City 1 Complete daily inspection reports including narratives and photographs documenting construction contractor's activities and progress,status of safety practices,status of environmental controls,weather conditions,labor force and equipment utilized,materials delivered,quantities installed,and issues that surfaced j Make sure that the construction contractor updates the redline set of plans at the site immediately when any items must be adjusted m the field 01203 0006/830520 1 A-3 k Coordinate with the Project Manager,construction contractor,Engineer of Record,and other City staff as needed to resolve any issues that may arise during construction 1 Document mquines and complaints from the public,immediately notify City staff,and develop feasible solutions to complaints as directed by City staff m Proactively identify and investigate any potential construction problems and recommend alternative solutions n Report and immediately document any non-compliance with the construction contract,unusual occurrences,or accidents occurring within the project limits to the City's Project Manager o Schedule and conduct walk-through inspection Prepare comprehensive wntten punch lists and coordinate close-out of all punch list items p In consultation with City staff,act as a liaison between the City and the affected residents,businesses,etc concerning issues with the construction and recommend solutions Matenals Testing Sampling and testing materials and products must be m accordance with contract specifications Sampling and testing are of equal importance for assuring matenals and products meet acceptance specifications Materials testing shall be in accordance with the latest Caltrans Matenal Testing Manual Depending on the type of sampling and testing, the Consultant may need to perform the tests in Exhibit A-1 on site, or venfy by materials tickets The Consultant shall perform the following matenals testing for various types of project, include but not limited to 1 Consultant shall perform a laboratory material acceptance standard test per Exhibit A-1 2 Perform field observation and matenal testing services as requested,and on an intermittent basis in compliance with the project plans and specifications per Exhibit A-1 3 Perform other as needed special inspection and material testing services such as asphalt concrete pavement inspection,steel and Portland cement concrete inspection,welding inspection,pile driving inspections(Caltrans),Caltrans- certified tester/samplers and other as needed type of special inspection and material testing services 4 Perform sampling of cast concrete cylmdncal specimens and test for concrete compressive strength, and shotcrete production core sampling and testing per ASTM International (formerly known as the Amencan Society for Testing and Matenals)standards 01203 0006/8305201 A-4 5 Welding inspection of a Certified Welding Inspector,Non-Destructive Testing, Ultrasound Testing and Magnetic Particle Testmg Inspector certified by the Amencan Welding Society 6 Structural Steel Bolting per Amencan Institute of Steel Construction(AISC) standards Exhibit A-1 shows the table of instructions that outlines specifically the practices for field sampling, mspection,testing and control of matenals incorporated m the construction or maintenance of roadways, structures,and incidentals These instructions are to be followed in order to achieve uniformity in the control and use of matenals throughout the City Duration 1 The estimated duration of the Work descnbed for each project vanes but may be extended,at the sole discretion of the City, as may be necessary to complete the Work 2 The Consultant is required to be available to provide inspection services for all activities for which it is needed,with construction typically occumng Monday to Fnday from 7 3Oam to 5 OOpm Work beyond these hours and on weekends may be necessary and the Contractor is required to be available to provide services accordingly 3 The Consultant is required to provide cost-effective Construction Management and Inspection services by limiting field inspections to the activities for which it is necessary and not being on-site when there is no construction(for example during days when there is adverse weather,and the construction contractor is not working) Location The Consultant shall provide all personnel,matenals, equipment,and transportation required to perform the Work When on-site work is not necessary, it is otherwise expected that Work will be accomplished at the firm's business office City Provided Documents&Reports The following documents and reports will be provided by the City • Technical Specifications • Bid Sheet • General Conditions • Special Conditions • Permits Consultant shall complete other tasks deemed necessary for the accomplishment of a complete and comprehensive outcome as descnbed in the project objective Consultant shall expand on the above-noted tasks, where appropnate, and provide suggestions which might lead to efficiencies and enhance the results or usefulness of the work 01203 0006/830520 1 A-5 Deliverables As part of the Services, Consultant will prepare and deliver the following tangible work products to the City The Consultant shall throughout the project provide City staff with access to all project files in electronic format using a folder structure and file naming convention that allows for easy identification of the topics and dates of all documents The Consultant shall,as provided below and at the conclusion of the project provide all electronic files to the City in a format acceptable to the City Construction Management 1 Weekly progress,and other necessary meetings agendas,meeting minutes, and any other necessary documentation 2 Acceptance of Construction Schedule 3 Acceptance all submittals including shop drawings and samples, 4 All Requests for Information responses when necessary 5 For approved Change Orders,necessary documentation including a narrative explaining the circumstances leading to the Change Order and other supporting information Inspection 1 Documentation of any non-compliance with the construction contract,unusual occurrences,or accidents occumng within the project limits to the City's Project Manager 2 Comprehensive wntten punch lists 3 Documentation of all violations or near misses on construction site 4 Documentation of deficiencies and compliance of all Erosion and Sediment controls, tree protection controls,and other environmental protections with the construction contract documents as well compliance with any applicable State and Local requirements 5 Documentation of all work zone compliance and deficiencies with the approved Maintenance of Traffic Plans,the Manual for Uniform Traffic Control Devices,and any other applicable State or Local regulatory requirements 6 Documentation of results of Stormwater Pollution Prevention Plan compliance checks to ensure that the construction contractor is adequately performing all self-inspections and documenting results 7 Documentation of non-compliance of all site activities and all work from the construction contractor 8 Collection of all supplier documents/tickets 9 Collection of all testing documents and record results 10 Collection of all daily inspection reports 11 Recordation of the redline set of plans at the site immediately when any items must be adjusted in the field 12 Documentation of resolutions of any issues that may arise during construction 13 Documentation of mquines and complaints and resolutions from the public, 01203 0006/830520 1 A-6 14 Documentation of any potential construction problems result of the outcome Matenals Testing 1 Documentation of all laboratory matenal acceptance standard tests 2 Documentation of field observation/field density compaction testing 3 Documentation of asphalt concrete pavement inspection,steel and Portland cement concrete inspection,welding mspection,pile driving mspections(Caltrans),Caltrans- certified tester/samplers and other as needed type of special inspection and matenal testing services 4 Documentation of sampling and testing of cast concrete cylindrical specimens and for concrete compressive strength 5 Documentation of all test data and observations through daily and end-of-job summary reports The City's Contract Officer may request that check-sets or working versions of documents be submitted for ongoing routme review City staff will review all deliverables, including preparatory or record matenals for service deliverables,and provide comments Consultant is required to revise draft deliverables to address City staffs' comments II. Work Request Procedure A. Each task to be performed shall be set forth m a written request ("Request") produced by the Contract Officer with a descnption of the work to be performed, and the tune desired for completion All tasks shall be carred out in conformity with all provisions of this Agreement B. Following receipt of the Request, the Consultant shall prepare a"Task Proposal" that includes the following components 1. a wntten description of the requested task ("Task Description") including all components and subtasks, and including any clarifications of the descriptions provided in the Request, 2. the costs to perform the task("Task Budget"), 3. an explanation of how the cost was determined, and 4 a schedule for completion of the task ("Task Completion Schedule"), including a final completion date("Task Completion Date") C Contract Officer shall approve,modify,or reject the Task Proposal in writing,and issue a Notice to Proceed when a written agreement has been reached on the Task Proposal D. The task shall be performed at a cost not exceedmg the Task Budget 01203 0006/830520 1 A-7 E. Consultant shall complete the task and deliver all deliverables to Contract Officer by the Task Completion Date and m accordance with the Task Completion Schedule III. Consultant acknowledges that City has no obhgation to request work from Consultant under this Agreement.City may establish a rotation schedule with multiple consultants,and may seek competing Task Proposals. IV. In addition to the requirements of Section 6.2,dunng performance of the Services, Consultant will keep the City appraised of the status of performance by delivering the following status reports: A. Consultant shall provide to City a weekly wntten summary of progress on all approved Task Proposals for services lasting longer than one week V All work product is subject to review and acceptance by the City,and must be revised by the Consultant without additional charge to the City until found satisfactory and accepted by City. VI. Consultant will utilize the personnel stated in their proposal to accomphsh the Services,unless otherwise approved by the Contract Officer. 01203 0006/830520 1 A-8 EXIIiIBIT A-1 Field samphng,inspection,testing and control of materials incorporated in the construction or maintenance of roadways,structures,and incidentals 01203 0006/830520 1 A-9 Attachment A-1 Chapter 6 Sampling and Testing Section 1 Sample Types and Frequencies 6-101 General 6-101A References 6-102 Types of Sampling and Testing 6-102A Preliminary Samples and Tests 6-102B Initial Samples and Tests Table 6-1 1 Time Required for Source Testing 6-102B (1) Unprocessed Soils and Aggregates 6-102B (1a) Stone from Ledges and Quarries 6-102B (1 b) Material Sites of Sand, Gravel, or Soil 6-102B (2) Processed Aggregates 6-102C Acceptance Samples and Tests Table 6-1 2 Time Required for Materials Acceptance Tests (1 of 4) Table 6-1 2 Time Required for Matenals Acceptance Tests (2 of 4) Table 6-1 2 Time Required for Matenals Acceptance Tests (3 of 4) Table 6-1 2 Time Required for Matenals Acceptance Tests (4 of 4) Table 6-1 3 Time Required for Products Acceptance Tests 6-102D Dispute Resolution Samples 6-102E Investigation Samples and Tests 6-102F Research Samples and Tests 6-103 Field Sampled Matenal Identification for Testing Example 6-1 1 Sample Cylinder Label Example 6-1 2 Sample Cylinder Label 6-104 Shipping of Field Samples 6-105 Acceptance Records 6-106 Project Materials Certification 6-107 Materials Acceptance Sampling and Testing Table 6-1 4 Materials Acceptance Sampling and Testing Requirements Earthwork (Standard Specifications Section 19) (1 of 3) Table 6-1 4 Materials Acceptance Sampling and Testing Requirements Earthwork (Standard Specifications Section 19) (2 of 3) Table 6-1 4 Materials Acceptance Sampling and Testing Requirements Earthwork (Standard Specifications Section 19) (3 of 3) Table 6-1 5 Matenals Acceptance Sampling and Testing Requirements Stabilized Soils (Standard Specifications Section 24) (1 of 3) Table 6-1 5 Materials Acceptance Sampling and Testing Requirements Stabilized Soils (Standard Specifications Section 24) (2 of 3) Table 6-1 5 Matenals Acceptance Sampling and Testing Requirements Stabilized Soils (Standard Specifications Section 24) (3 of 3) California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 I Attachment A-1 Table 6-1 6 Matenals Acceptance Sampling and Testing Requirements Aggregate Subbases (Standard Specifications Section 25) Table 6-1 7 Materials Acceptance Sampling and Testing Requirements Aggregate Bases (Standard Specifications Section 26) Table 6-1 8 Materials Acceptance Sampling and Testing Requirements Cement Treated Bases (Standard Specifications Section 27) (1 of 3) Table 6-1 8 Materials Acceptance Sampling and Testing Requirements Cement Treated Bases (Standard Specifications Section 27) (2 of 3) Table 6-1 8 Materials Acceptance Sampling and Testing Requirements Cement Treated Bases (Standard Specifications Section 27) (3 of 3) Table 6-1 9 Materials Acceptance Sampling and Testing Requirements Concrete Bases (Standard Specifications Section 28) Lean Concrete Base Table 6-1 10 Materials Acceptance Sampling and Testing Requirements Treated Permeable Bases (Standard Specifications Section 29) Asphalt Treated Permeable Base (ATPB) (1 of 4) Table 6-1 10 Materials Acceptance Sampling and Testing Requirements Treated Permeable Bases (Standard Specifications Section 29) Asphalt Treated Permeable Base (ATPB) (2 of 4) Table 6-1 10 Materials Acceptance Sampling and Testing Requirements Treated Permeable Bases (Standard Specifications Section 29) Asphalt Treated Permeable Base (ATPB) (3 of 4) Table 6-1 10 Materials Acceptance Sampling and Testing Requirements Treated Permeable Bases (Standard Specifications Section 29) Asphalt Treated Permeable Base (ATPB) (4 of 4) Table 6-1 11 Materials Acceptance Sampling and Testing Requirements Reclaimed Pavement (Standard Specifications Section 30) Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (1 of 9) Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (2 of 9) Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (3 of 9) Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (4 of 9) Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (5 of 9) Table 6-1 12 Matenals Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (6 of 9) Table 6-1 12 Matenals Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (7 of 9) California Department of Transportation Construction Manual December 2020 Page 6-1 II Sample Types and Frequencies Attachment A-1 Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (8 of 9) Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (9 of 9) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (1 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (2 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (3 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (4 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (5 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (6 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (7 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (8 of 14) Table 6-1 13 Matenals Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (9 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (10 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (11 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (12 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (13 of 14) Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (14 of 14) Table 6-1 14 Materials Acceptance Sampling and Testing Requirements Concrete Pavement (Standard Specifications Section 40) (1 of 2) See Table 6-1 17 for concrete materials Table 6-1 14 Materials Acceptance Sampling and Testing Requirements Concrete Pavement (Standard Specifications Section 40) (2 of 2) See Table 6-1 17 for concrete materials California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 III Attachment A-1 Table 6-1 15 Materials Acceptance Sampling and Testing Requirements Existing Concrete Pavement (Standard Specifications Section 41) Table 6-1 16 Materials Acceptance Sampling and Testing Requirements Concrete Structures (Standard Specifications Section 51) See Table 6-1 17 for concrete materials Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (1 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (2 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (3 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (4 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (5 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (6 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Table 6-1 17 Matenals Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (7 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (8 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (9 of 9) Minor Concrete Table 6-1 18 Materials Acceptance Sampling and Testing Requirements Miscellaneous Matenals (1 of 5) Table 6-1 18 Matenals Acceptance Sampling and Testing Requirements Miscellaneous Materials (2 of 5) Table 6-1 18 Materials Acceptance Sampling and Testing Requirements Miscellaneous Materials (3 of 5) Table 6-1 18 Materials Acceptance Sampling and Testing Requirements Miscellaneous Materials (4 of 5) Table 6-1 18 Materials Acceptance Sampling and Testing Requirements Miscellaneous Materials (5 of 5) California Department of Transportation Construction Manual December 2020 Page 6-1 iv Sample Types and Frequencies Attachment A-1 Chapter 6 Sampling and Testing Section 1 Sample Types and Frequencies 6-101 General Sampling and testing matenals and products must be in accordance with contract specifications Sampling and testing are of equal importance for assunng materials and products meet acceptance specifications Caltrans representatives must be familiar with matenals handling and processing methods to assure representative samples are obtained Caltrans representatives should be sufficiently knowledgeable about test methods to ensure compatibility between sample and test procedure Samples for acceptance must be taken in accordance with California Test 125, "Methods of Test for Sampling Highway Materials and Products Used in the Roadway Pavement Structure Sections,"or sampling requirements in specifications For California Tests, Caltrans representatives must be qualified testers in accordance with the Independent Assurance Manual It is the resident engineer's responsibility to assure the safety of the Caltrans representative In accordance with Matenal Plant Quality Program or California Test 109, "Method for Testing of Matenal Production Plants," the district weights and measures coordinator inspects matenal plants for safety in areas that the Caltrans representative will enter In certain situations, to assure the Caltrans representative's safety, the contractor will take acceptance samples for Caltrans The Caltrans representative must witness the contractor taking acceptance samples The Caltrans representative must determine when the sample is taken and observe that the sample is taken in accordance with California Test 125, or sampling requirements in specifications The Caltrans representative must take possession of the sample from the contractor and transport it to a Caltrans office or the testing laboratory The Caltrans representative must properly fill out form TL-0101 "Sample Identification Card " The resident engineer is responsible for the chain of custody for material acceptance samples Material acceptance samples and dispute resolution samples must be in Caltrans' possession from the sampling point Adequate sample storage facilities must be arranged for at construction field offices or other Caltrans facilities The chain of custody for matenal samples is an important part of the Caltrans quality assurance program 6-101A References • Independent Assurance Manual, Division of Engineering Services, Materials Engineenng and Testing Services (METS), Caltrans https//des onramp dot ca gov/matenals-enqineennq-and-testing-services-mets California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 1 Attachment A-1 • California Test Methods, METS, Caltrans, available at https//dot ca gov/programs/engineenng-services/calrfomia-test-methods • American Association of State Highway and Transportation Officials (AASHTO), American Society for Testing and Materials International (ASTM), and other test methods are available at the IHS Markit website, which can be accessed from a link on the METS website http//des onramp dot ca qov/matenals-engineenng-and-testing-services-mets • Material Plant Quality Program, Division of Construction, Caltrans, available at https//dot ca gov/programs/construction/matenal-plant-Quality-program 6-102 Types of Sampling and Testing The following are the types of sampling and testing used by Caltrans 6-102A Preliminary Samples and Tests Preliminary samples and tests are made before award of a contract Construction personnel rarely perform preliminary sampling and testing The distnct materials engineer is responsible for preliminary sampling and testing Such tests are used for design purposes, and to provide data for the materials information package for prospective bidders 6-102B Initial Samples and Tests Initial samples and tests are performed on materials proposed for use in the project These initial tests determine whether proposed materials sources, local materials, or products meet the specifications Construction personnel may sample potential sources For soils and aggregate tests, send samples to the district materials laboratory Caltrans laboratories performing acceptance testing must be qualified under the AASHTO re source and IAP Caltrans' field laboratones meet the re source requirements when Caltrans' district or regional materials laboratory meets the requirement Sampling and testing potential local materials is not mandatory unless specified Charge the contractor for the cost of sampling and testing potential local materials sources in accordance with Section 6, "Control of Matenals," of the Standard Specifications The normal time required for testing initial source samples of potential local materials sources is shown in Table 6-1 1 Table 6-1 1 Time Required for Source Testing Material Time Aggregates for hot mix asphalt 2 weeks Aggregates for cement treatment 4 weeks Aggregates for concrete mixture 4 weeks California Department of Transportation Construction Manual December 2020 Page 6-1 2 Sample Types and Frequencies Attachment A-1 Material Time Aggregates for concrete pavement 60 days Screenings for seal coats 2 weeks Soils (R-Value) 3 weeks Untreated base materials 3 weeks 6-102B (1) Unprocessed Soils and Aggregates The discussion on unprocessed soils and aggregates is pnmanly applicable to preliminary and initial sampling, although the same precautions apply when sampling for specification compliance 6-102B (1a) Stone from Ledges and Quarries Inspect the ledge or quarry face to determine any vanations in strata, or in portions of the ledge Observe and record differences in color and structure Obtain separate samples of unweathered stone from all strata that appear to vary in color and structure 6-102B (1 b) Material Sites of Sand, Gravel, or Soil Select samples representing the different matenals available in the deposit If the deposit is worked as an open face or pit, take the samples by channeling the face so that they will represent matenal that visual inspection indicates may be used It is necessary, especially in small deposits, to excavate test holes some distance in back of, and parallel to, the face to determine the extent of the supply The number and depth of these test holes depend on the quantity of matenal to be used from the deposit Obtain samples from open test pits by channeling a face of the test pit in the same manner as sampling a face of a matenals site Do not include matenal in the sample that will be stnpped from the pit as overburden Obtain separate samples from the face of the bank and from the test holes If visual inspection indicates that there is considerable variation in the material, obtain separate samples at different depths Use test holes to sample deposits that have no open faces When sampling matenal sites, select depth and spacing of test holes considenng the probable method of operating the pit In general, dozers will combine the material laterally A shovel will remove the material vertically Test results in a "spotty" pit may be misleading to the extent that operations may be too expensive to make the required grading If possible, use a dozer or shovel to open up the pit before sampling rather than depending on test holes 6-102B (2) Processed Aggregates Sample processed aggregates from locations such as stockpiles, transportation units, conveyors, or windrows in accordance with California Test 125, "Methods of Test for Sampling Highway Matenals and Products Used in the Roadway Pavement Structure Sections" California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 3 Attachment A-1 6-102C Acceptance Samples and Tests Acceptance tests are generally performed on matenals that will be incorporated into the work Some acceptance tests are performed on matenals already incorporated into the work Acceptance sampling and testing should begin as soon as the matenal is delivered or in place Sample materials at the locations specified in the Standard Specifications, the special provisions, or as required by California Test 125 If the sampling location is not specified, sample at the location indicated in the matenals acceptance sampling and testing requirements tables in Section 6-107, "Materials Acceptance Sampling and Testing" of this manual Regardless of location, sample randomly and within the frequency specified to obtain representative samples of the material used in the work On Form TL-0101, "Sample Identification Card," use the "Pnonty" designation for the first few acceptance samples of each construction matenal Use "Pnonty"for verification tests for acceptance Use the "Pnonty" designation for all samples if the matenal being supplied is of questionable quality or if the construction means and methods or source of materials changes For"Pnonty" tests, indicate if there is a preference for telephoned, faxed, or emailed test results on Form TL-0101, "Sample Identification Card," along with the telephone number of the person who is to receive them For"Priority"and "Normal" processing times for acceptance tests of materials, refer to Table 6-1 2, "Time Required for Materials Acceptance Tests," of this manual The minimum time required for acceptance tests of products is shown in Table 6-1 2, of this manual Make sure acceptance samples are shipped or transported to testing laboratories within the following timeframes 1 Within 1 business day from sampling for projects within 50 miles of the testing laboratory 2 Within 2 business days from sampling for projects more than 50 miles from the testing laboratory The above timeframes are not applicable if specific sampling or test method requirements preclude doing so, for example, curing of specimens before transport Assure that proper chain of custody is maintained throughout the process, including delivery to and receipt from commercial shipping services Use Form CEM-3701, "Test Result Summary,"to summarize acceptance test frequency and test results on each material Use this form to record sampling and testing related dates and monitor timeliness of acceptance testing Compare timeliness of material testing turnaround against Table 6-1 2, and venfy that corrective actions are taken and documented if repeated deficiencies are detected Notify contractor of all acceptance test results within 2 business days of receipt from laboratory Advise the contractor that all test results are available for their inspection, and provide copies of these test results upon their request Maintain copies of the test results within the project files for ready accessibility California Department of Transportation Construction Manual December 2020 Page 6-1 4 Sample Types and Frequencies Attachment A-1 Table 6-1 2 Time Required for Materials Acceptance Tests (1 of 4) Sample Lab Time Lab Time Reporting to to Lab Pnonty Normal Contractor Total Matenal and Test (Note 1) (Note 2) (Note 2) (Note 3) (business (business (business (business (business days) days) days) days) days) SOILS Gradation (CT 202) 1 to 2 1 3 2 4 to 7 Sand Equivalent(CT 217) 1 to 2 , 1 3 2 4 to 7 Relative Compaction (CT 231/216) 1 to 2 1 2 2 4 to 6 Plasticity Index(Geosynthetic Reinforced 1 to 2 3 7 2 6 to 11 Embankment) pH (Geosynthetic Reinforced 1 to 2 2 3 2 5 to 7 Embankment) Percentage Crushed Particles(Shoulder 1 to 2 2 5 2 5 to 9 Backing—CT 205) Durability Index(Shoulder Backing—CT 1 to 2 2 5 2 5 to 9 229) R-value (Imported Borrow—CT 301) 1 to 2 4 6 2 7 to 10 SUBBASES AND BASES Relative Compaction (CT 231/216) 1 to 2 1 2 2 4 to 6 Gradation (CT 202) 1 to 2 1 3 2 4 to 7 Sand Equivalent(CT 217) 1 to 2 1 3 2 , 4 to 7 R-value (CT 301) 1 to 2 4 6 2 7 to 10 Durability Index(CT 229) 1 to 2 2 5 2 5 to 9 Compressive Strength (Cement-treated - Age Age base [CTB]aggregate—CT 312) based based 2 Age+2 Compressive Strength (Lean Concrete _ Age Age Base[LCB]—ASTM C39) based based 2 Age+2 Compressive Strength (LCB—rapid _ Age Age setting—CT 521) based based 2 Age+2 Modulus of Rupture(Concrete base— _ Age Age CT 523) based based 2 Age +2 Modulus of Rupture(Rapid strength _ Age Age concrete base—CT 524) based based 2 Age +2 Percentage of Crushed Particles (CT 1 to 2 2 5 2 5 to 9 205) Los Angeles Rattler(CT 211) 1 to 2 2 4 2 5 to 8 Cleanness Value (CT 227) 1 to 2 2 3 2 5 to 7 Film Stnpping (CT 302) 1 to 2 2 7 2 5 to 11 Asphalt Content(ATPB—CT 382) 1 to 2 1 5 2 4 to 9 Soundness(CTPB—CT 214) 1 to 2 8 10 2 11 to 14 SEAL COATS Los Angeles Rattler(CT 211) 1 to 2 2 4 2 , 5 to 8 Percentage of Crushed Particles (CT 1 to 2 2 5 2 5 to 9 205) Film Stnpping (CT 302) 1 to 2 2 7 2 5 to 11 Gradation (CT 202) 1 to 2 1 3 2 4 to 7 California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 5 Attachment A-1 Table 6-1 2 Time Required for Matenals Acceptance Tests (2 of 4) Sample Lab Time Lab Time Reporting to to Lab Pnonty Normal Contractor Total Matenal and Test (Note 1) (Note 2) (Note 2) (business (business (business (business (Note 3) days) days) days) days) (business days) SEAL COATS(Cont) Gradation (ASTM C136) 1 to 2 1 3 2 4 to 7 Cleanness Value (CT 227) 1 to 2 2 3 2 5 to 7 Durability Index(CT 229) 1 to 2 2 5 2 5 to 9 Sand Equivalent(CT 217) 1 to 2 1 3 2 4 to 7 Viscosity(AASHTO T 59) 1 to 2 3 15 2 6 to 19 Viscosity(ASTM D7741) 1 to 2 3 15 2 6 to 19 Viscosity(ASTM D445) 1 to 2 3 15 2 6 to 19 Flash Point(ASTM D92) 1 to 2 3 15 2 6 to 19 Aromatics(ASTM D2007) 1 to 2 7 15 2 10 to 19 Cone Penetration (ASTM D217) 1 to 2 3 15 2 6 to 19 Resilience (ASTM D5329) 1 to 2 3 15 2 6 to 19 Settlement(AASHTO T 59) 1 to 2 7 30 2 10 to 34 Sieve Test(AASHTO T 59) 1 to 2 3 15 2 6 to 19 Demulsibility(AASHTO T 59) 1 to 2 3 15 2 6 to 19 Torsional Recovery(CT 332) 1 to 2 3 15 2 6 to 19 Penetration (AASHTO T 49) 1 to 2 3 15 2 6 to 19 Ring and Ball Softening Point 1 to 2 3 15 2 6 to 19 Temperature(AASHTO T 53) Field Softening Point(ASTM D36) 1 to 2 3 15 2 6 to 19 Elastic Recovery(AASHTO T 301) 1 to 2 4 15 2 7 to 19 Ductility (AASHTO T 51) 1 to 2 4 15 2 7 to 19 Bending Beam Rheometer(BBR) 1 to 2 5 8 2 8 to 12 (AASHTO T 313) HMA Gradation (AASHTO T 27) 1 to 2 1 3 2 4 to 7 Sand Equivalent(AASHTO T 176) 1 to 2 1 3 2 4 to 7 Los Angeles Rattler(AASHTO T 96) 1 to 2 2 4 2 5 to 8 Percent of Crushed Particles (Coarse) 1 to 2 2 5 2 5 to 9 (AASHTO T 335) Percent of Crushed Particles (Fine) 1 to 2 2 5 2 5 to 9 (AASHTO T 335) Flat and Elongated Particles (ASTM 1 to 2 2 4 2 5 to 8 D4791) Fine Aggregate Angulanty(AASHTO T 1 to 2 2 4 2 5 to 8 304, Method A) Asphalt Binder Flash Point(AASHTO T 48) 1 to 2 3 15 2 6 to 19 Solubility(AASHTO T 44) 1 to 2 3 15 2 6 to 19 Viscosity (AASHTO T 316) 1 to 2 3 15 2 6 to 19 California Department of Transportation Construction Manual December 2020 Page 6-1 6 Sample Types and Frequencies Attachment A-1 Table 6-1 2 Time Required for Materials Acceptance Tests (3 of 4) Sample Lab Time Lab Time Reporting to Material and Test to Lab Priority Normal Contractor Total (Note 1) (Note 2) (Note 2) (Note 3) (business (business (business (business days) days) days) days) (business days) HMA(Cont) Dynamic Shear—Onginal Phase 1 to 2 3 15 2 6 to 19 (AASHTO T 315) Dynamic Shear—Rolling Thin Film Oven 1 to 2 4 15 2 7 to 19 (RTFO)Phase(AASHTO T 315) Dynamic Shear—Pressure Aging Vessel 1 to 2 5 15 2 8 to 19 (PAV) Phase(AASHTO T 315) RTFO Test(AASHTO T 240) 1 to 2 3 15 2 6 to 19 Ductility(AASHTO T 51) 1 to 2 3 15 2 6 to 19 Elastic Recovery(AASHTO T 301) 1 to 2 3 15 2 6 to 19 PAV(AASHTO R 28) 1 to 2 4 15 2 7 to 19 Creep and Stiffness(AASHTO T 313) 1 to 2 5 15 2 8 to 19 Binder Recovery(AASHTO T164/ 1 to 2 2 15 2 5 to 19 ASTM D1856) Binder Recovery(AASHTO R 59) 1 to 2 4 15 2 7 to 19 Asphalt Rubber Binder Cone Penetration (ASTM D217) 1 to 2 4 15 2 7 to 19 Resilience (ASTM D5329) 1 to 2 4 15 2 7 to 19 Softening Point(ASTM D36) 1 to 2 3 15 2 6 to 19 Viscosity (ASTM D7741) 1 to 2 3 15 2 6 to 19 Asphalt Modifier Properties (ASTM 1 to 2 3 15 2 6 to 19 D445, ASTM D92,ASTM D2007) Crumb Rubber Modifier(CRM) properties (CT 208, CT 385, ASTM 1 to 2 7 30 2 10 to 34 D297) Hot Mix Asphalt Mix Moisture Content(AASHTO T 329) 1 to 2 2 5 2 5 to 9 Asphalt Binder Content(AASHTO T 308, 1 to 2 2 5 2 5 to 9 Method A) Hamburg Wheel Track(AASHTO T 324 1 to 2 7 30 2 10 to 34 [Modified]) Bulk Specific Gravity(AASHTO T 275) 1 to 2 2 7 2 5 to 11 Maximum Theoretical Density(AASHTO 1 to 2 2 7 2 5 to 11 T 209) Field Softening Point(ASTM D36) 1 to 2 3 15 2 6 to 19 Elastic Recovery(AASHTO T 301) 1 to 2 4 15 2 7 to 19 Ductility(AASHTO T 51) 1 to 2 4 15 2 7 to 19 BBR (AASHTO T 313) 1 to 2 5 8 2 8 to 12 California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 7 Attachment A-1 Table 6-1 2 Time Required for Materials Acceptance Tests (4 of 4) Sample to Lab Time Lab Time Reporting Lab Pnonty Normal to Total Material and Test (Note 1) (Note 2) (Note 2) Contractor (Note 3) (business (business (business (business days) days) days) days) (business days) CONCRETE PAVEMENT Los Angeles Rattler(CT 211) 1 to 2 2 4 2 5 to 8 Cleanness Value(CT 227) 1 to 2 2 3 2 5 to 7 Gradation (CT 202) 1 to 2 1 3 2 4 to 7 Sand Equivalent(CT 217) 1 to 2 1 3 2 4 to 7 Modulus of Rupture (CT 523) - Age Age based based 2 Age+2 Thickness(CT 531) 2 2 7 2 6 to 11 Dowel bar alignment and concrete 2 2 5 2 6 to 9 consolidation Tie bar alignment and concrete 2 2 5 2 6 to 9 consolidation Coefficient of Fnction (CT 342) 7* 2 5 2 11 to 14 Inertial Profiler(AASHTO R 56& R 57) 7* 3 7 2 12 to 16 CONCRETE STRUCTURES Los Angeles Rattler(CT 211) 1 to 2 2 4 2 5 to 8 Cleanness Value(CT 227) 1 to 2 2 3 2 5 to 7 Gradation (CT 202) 1 to 2 1 3 2 4 to 7 Sand Equivalent(CT 217) 1 to 2 1 3 2 4 to 7 Age Age Compressive Strength (CT 521) - based based 2 Age +2 CONCRETE Gradation (CT 202) 1 to 2 1 3 2 4 to 7 Cement (Vanous) 1 to 2 35 60 2 38 to 64 Supplementary Cementitious Matenals 1 to 2 35 60 2 38 to 64 (Venous) Shnnkage (AASHTO T 160) 1 to 2 42 60 2 45 to 64 Notes 1 Time to testing laboratory begins from time of sampling and includes any required field cunng time and time required for transport to the testing laboratory 2 Time in laboratory begins from time laboratory receives the sample and includes any required laboratory cunng time before testing and time required to pnontize samples This time also includes the lab manager's review of test results and the time to notify the resident engineer 3 Reporting time begins when the test is provided to the resident engineer and ends when the contractor is notified of the test results * Days to schedule lab for testing California Department of Transportation Construction Manual December 2020 Page 6-1 8 Sample Types and Frequencies Attachment A-1 Table 6-1 3 Time Required for Products Acceptance Tests Minimum Time Product (Business Days) Coating tests 3 Expansion joint material 3 Fencing, all types 2 Guide posts 3 Geosynthetic fabncs 3 Geosynthetic fabncs (UV testing) 45 Metal guardrail 7 Pavement markers 4 Prestressing steel 10 Reinforcing steel and wire 2 Rubber(accompanied by manufacturer test report) 3 Rubber(without test report) 14 Structural steel 10 Type B joint seal 7 6-102D Dispute Resolution Samples Code of Federal Regulations, Title 23, Section 637 207 (23 CFR 637 207), "Quality Assurance Program," paragraph (a)(1)(ili), states, "If the results from the quality control sampling and testing are used in the acceptance program, the STD (state transportation department) shall establish a dispute resolution system The dispute resolution system shall address the resolution of discrepancies occumng between the venfication sampling and testing and the quality control sampling and testing " When specified, the engineer must split acceptance test samples and store the split samples in case of a disputed test result Caltrans requires split samples to be stored in a facility under state control in case they are needed for dispute resolution 6-102E Investigation Samples and Tests Specific matenals or quality problems such as pavement failures, difficulty in achieving percent of maximum theoretical density, or inconsistent test results may require special samples and tests When matenals problems are encountered, contact the district matenals engineer The district matenals engineer may request help from METS and the Division of Construction METS will request all acceptance test results and contractor quality control test results along with matenal-specific additional samples and tests in order to conduct a forensic investigation 6-102F Research Samples and Tests Pilot projects usually have special requirements for sampling and testing of materials Projects developed around research needs usually require larger samples and more frequent testing than what is required by Caltrans' acceptance testing minimum California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 9 Attachment A-1 frequencies The unit that requested the research project will provide oversight for all of the special sampling and testing requirements 6-103 Field Sampled Material Identification for Testing Samples must be properly identified so the testing laboratory can function efficiently and report results to the project in a timely manner In addition, accuracy in identifying where the matenal was placed in the project can be very useful if the material must be rejected by the engineer and then removed by the contractor For requesting faster processing of samples, use the "priority" designation as discussed in Section 6-102C, "Acceptance Samples and Tests,"of this manual For field material samples, except for concrete cylinder compressive strength, use Form TL-0101, "Sample Identification Card " For concrete cylinder compressive strength, use Form TL-0502, "Field Sample of Portland Cement Concrete Sample Card " In general, prepare Form TL-0101 as follows • Fill in every blank space with complete information, including the quantity and lot of matenal sampled • The "Location of Source" must clearly indicate the place (that is, behind paver, stockpile, cold feed belt)where the sample was taken • Indicate "Normal"for laboratory processing of sample or"Prionty" if test result is needed quickly • If the sample was taken at the request of the contractor from local deposits as a potential source in accordance with Section 6-1 03, "Local Materials," of the Standard Specifications, note this under"Remarks " Request that the distnct matenals laboratory provides the cost of testing so that Caltrans can be reimbursed by the contractor • To protect the sample identification card against moisture or stains, place it in a plastic bag or shipping label protector and tape it to the sample container • Distnbute copies as shown on the form on the same day the sample is shipped • Prepare Form TL-0101 in accordance with the following details based on the type of matenal o Aggregate sources must be in compliance with or not subject to the State Mining and Reclamation Act (SMARA) Verify that sources of aggregates are indicated and include the SMARA listing number For additional information, refer to Section 7-103H (2), "Surface Mining and Reclamation Act,"of this manual o For hot mix asphalt (HMA) sample be sure to 1 Identify the HMA plant producing the matenal 2 Identify the job mix formula (JMF) producer identification number 3 Include the type of mix and aggregate grading specified 4 Under"Remarks," include the grade and source of the asphalt binder California Department of Transportation Construction Manual December 2020 Page 6-1 10 Sample Types and Frequencies Attachment A-1 5 Under"Remarks," include the percentage of asphalt binder designated in the JMF o For asphalt binder sample be sure to 1 Identify the HMA plant using the matenal 2 Identify the source of asphalt binder A list of approved asphalt suppliers is available at https//mets dot ca gov/amVAsphaltBindersList php For nonapproved suppliers identify the refinery and shipment number for each truckload o For tack coat or asphalt emulsion samples be sure to 1 Identify the source of the asphalt binder or asphaltic emulsion 2 Under"Remarks" include the dilution rate (50/50 or 60/40)for asphaltic emulsions or enter"Not Diluted " o If the specification has requirements based on the use of the matenal, include the intended use under"Remarks " This is especially important for electrical conductors, as the applicable specifications depend on where and how the conductor is used • Prepare Form TL-0502, "Field Sample of Portland Cement Concrete Sample Card," for each pair of cylinders shipped in the same carton as follows o Fill in every blank space with complete information o Indicate sources of aggregates and include the SMARA listing number Aggregate sources must be in compliance with or not subject to SMARA For additional information, refer to Section 7-103H (2), "Surface Mining and Reclamation Act," of this manual Indicate in the space for water the total weight of water used per cubic yard of cementitious matenal in the mix based on actual weight (not design weight) o Under"Remarks," indicate the specified concrete strength o Under"Remarks," indicate if the unit weight of the hardened concrete cylinders is required The testing laboratory will not furnish unit weight data unless it is specifically requested o To protect the sample card against moisture or stains, place it in a plastic bag or shipping label protector, and tape it to the sample container o Distnbute copies as shown on the form on the same day the sample is shipped A uniform system for marking cylinders is used This system consists of the contract number and the sample number The sample number consists of a series of digits separated by dashes (-)to indicate method of storage for cunng, age at which cylinders are to be tested, the cylinder number of the pair, or group of five, that is to be tested, and project coding Use a flow pen to mark the cylinders Following are examples of the cylinder marking system California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 11 Attachment A-1 Example 6-1 1 Sample Cylinder Label Contract No 03-100844 Sample No 1-28-1/5 Date Cast For sample shown in Example 6-1 1 • The first digit indicates method 1 storage for curing • The second two digits indicate that the cylinder is to be tested at 28 days • The 1/5 set indicates that it is the No 1 cylinder of 5 cylinders The No 2 cylinder would be marked 2/5, and so on, for the remaining cylinders of the group • The last four spaces are reserved for any project coding consisting of numbers, letters, or a combination Note if only one sample card was made for two cylinders, the third symbol on the card would be 1,2/5 Example 6-1 2 Sample Cylinder Label Contract No 03-100844 Sample No 2-14-2/2____ Date Cast For sample shown in Example 6-1 2 • The first digit indicates method 2 storage for curing • The second two digits indicate that the cylinder is to be tested at 14 days • The 2/2 set indicates that it is the No 2 cylinder of a group of 2 cylinders • The last four spaces are reserved for any project coding consisting of numbers, letters or a combination Note if one sample card is made for the two cylinders, the third symbol on the card would be 1,2/2 6-104 Shipping of Field Samples Based on turnaround time needed to receive a test result, ship samples from the job site to the laboratory using the most economical mode of transportation available consistent with the time element involved Do not accumulate samples at the project site to save transportation costs Concrete cylinders are shipped to the laboratory in accordance with California Test 540, "Method of Test for Making, Handling, and Storing Concrete Compressive Test Specimens in the Field " Cylinders are shipped without removing the mold and are packed in cardboard containers available at the distnct warehouse Each carton holds two cylinders If the district laboratory is equipped to test concrete cylinders, they should be shipped there Otherwise cylinders may be delivered either to the Southern Regional Lab at California Department of Transportation Construction Manual December 2020 Page 6-1 12 Sample Types and Frequencies Attachment A-1 13970 Victona Street, Fontana, CA 92336, or METS at 5900 Folsom Boulevard, Sacramento, CA 95819, whichever is more convenient Ship concrete cylinders within the time limits specified in California Test 540 or the test result cannot be used as an acceptance test Shipping costs to district materials laboratories, the Southern Regional Lab, or METS, are to be prepaid 6-105 Acceptance Records Keep records of all samples and tests in the project files as permanent job records Monitor acceptance testing frequency, results, and timelines by using Form CEM- 3701, "Test Result Summary" Corrective action or retesting of failing tests must be noted in the "Remarks" column of the form Documentation of the reason matenals represented by failing tests were incorporated into the project must be included in the project files For more information on procedures to follow in the case of failing tests, refer to Section 3-6, "Control of Materials," of this manual It is not necessary to secure separate samples for each project when two or more projects receive matenals from the same source File a copy of the test report with each project 6-106 Project Matenals Certification When construction work on the project is complete, prepare Form CEM-6302, "Final Matenals Certification " Use the form to certify that, other than for the exceptions listed on the form, the results of tests performed on acceptance samples show that the materials used in the work controlled by sampling and testing conform to the approved plans and specifications If exceptions exist, check the exceptions box and note all nonconforming matenals on the form The following are examples of nonconforming matenals that must be noted as exceptions • Materials accepted by applying a specified pay factor or deficiency adjustment, such as for hot mix asphalt, concrete pavement, or rapid-strength concrete • Materials out of"operating range" but within "contract compliance"for which a specified payment deduction was made • Materials not in compliance with the as-bid contract plans or specifications for which a change order was approved to accept the material • Materials that require certificates of compliance but one or more have not been submitted Sign the form and put the original in the project files Send a copy to distnct construction and, if the project is subject to Federal Highway Administration (FHWA) construction oversight activities, send another copy to the FHWA California division administrator The name and address of the FHWA California division administrator is available at https//www fhwa dot qov/cadiv/dm:ctory cfm California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 13 Attachment A-1 6-107 Matenals Acceptance Sampling and Testing Sampling and testing materials and products must be in accordance with contract specifications Sampling and testing are of equal importance for assuring materials and products meet acceptance specifications The tables that make up Table 6-1 4 contain Caltrans' minimum sampling and testing requirements for matenals acceptance The frequency of sampling and testing indicated in the tables is to be used under normal conditions Matenals that are marginal in meeting the specifications should be sampled and tested on a more frequent basis Request"Pnonty"testing for samples taken on potentially marginal materials When shown in the tables that testing frequencies may be adjusted, document any adjustment through a "Memo to File " Place the"Memo to File" in the appropriate part of Category 37, "Initial Tests and Acceptance Tests," of the project files Adherence to the sample size requirements shown in the tables will prevent unnecessary delays and expense of obtaining supplementary samples to complete tests Refer to Section 6-105 "Acceptance Records," of this manual for documenting acceptance tests results For more information on procedures to follow in the case of failing tests, refer to Section 3-6, "Control of Materials," of this manual California Department of Transportation Construction Manual December 2020 Page 6-1 14 Sample Types and Frequencies Attachment A-1 Table 6-1 4 Matenals Acceptance Sampling and Testing Requirements Earthwork (Standard Specifications Section 19) (1 of 3) Test-' Sample Size Sampling Acceptance Test &Container Location Remarks - Method Size (Note 1) _ Test Frequency` _ STRUCTURE BACKFILL(Section 19-3 02C) If uniform matenal is Sieve California Matenals site 1 every 3,000 within specification 50 lb tons or 2,000 cu limits,test frequency Analysis Test 202 or stockpile yd may be decreased to 1 per day If uniform material is Sand California Matenals site 1 every 3,000 within specification 50 lb tons or 2,000 cu limits,test frequency Equivalent Test 217 or stockpile yd may be decreased to 1 per day Project site in 1 every 2,000 sq Relative compaction Relative California Sample for accordance yd and test test is required at each Compaction Test 231 California with California compaction at location structure Test 216 Test 231 every 8 in of backfill is placed thickness Relative Wet common- Maximum California compaction 1 every relative composite test Wet Test 216 35 lb test site compaction test maximum value may be Density locations used in accordance with California Test 231 PERVIOUS BACKFILL MATERIAL(Section 19-3 02D) If uniform material Sieve California 1 every 3,000 within specification Analysis Test 202 50 lb Stockpile tons or 2,000 cu limits,test frequency yd may be decreased to 1 per day COMPACTION (Section 19-5) If R-value testing in the Test to venfy R- matenals report is R-Value California 50 lb Project site value if drffenng incomplete because of Test 301 site conditions preproject conditions, are encountered then test to venfy design R-value Relative California Sample for California 1 every 2,000 sq Compaction Test 231 California Test 216 yd Test 216 Relative Maximum California 35 lb compaction 1 every relative Wet Density Test 216 test site compaction test locations California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 15 Attachment A-1 Table 6-1 4 Matenals Acceptance Sampling and Testing Requirements Earthwork (Standard Specifications Section 19) (2 of 3) Test - Sample Size Sampling Acceptance - ,Test '' _ &Container ' Location ; - Test - Remarks Method '- Size (See Note-1)` _ Frequency , EMBANKMENT CONSTRUCTION (Section 19-6) Project site in 1 every 2,000 Relative California Sample for accordance sq yd and test Compaction Test 231 California with California compaction at Test 216 Test 231 every 8 in of thickness Wet common- Relative 1 every composite test Maximum Wet California 35 lb compaction relative maximum value may Density Test 216 test site compaction be used in locations test accordance with California Test 231 GEOSYNTHETIC REINFORCED EMBANKMENT(Section 19-6 02B) Plasticity Index California 50 lb Matenals site 1 per source Test 204 or stockpile before use pH California 50 lb Matenals site 1 per source Test 643 or stockpile before use If matenal is uniform Before use, and well within Sieve Analysis California 50 lb Stockpile 1 every 3,000 specification limits, Test 202 tons or 2,000 the test frequency cu yd may be decreased to 1 per day BORROW MATERIAL(Section 19-7) Test for R-value only when an R-value is specified for import California Import borrow borrow in the special R-Value Test 301 50 lb source 1 per source provisions, if matenal at import borrow source is not uniform, increase testing frequency California Department of Transportation Construction Manual December 2020 Page 6-1 16 Sample Types and Frequencies Attachment A-1 Table 6-1 4 Materials Acceptance Sampling and Testing Requirements Earthwork (Standard Specifications Section 19) (3 of 3) Sample Size Sampling Acceptance Test_ Location Test Method &Container' Frequency - Remarks 3 xf (Note 1) 4 Y y SHOULDER BACKING(Section 19-9) Crushed California 50 lb Matenals site 1 per project Particles Test 205 or stockpile before use Durability California 50 lb Matenals site 1 per project Test 229 or stockpile before use California Test 212 Matenals site 1 per project Unit Weight Rodding50 lb or stockpile before use Method If uniform matenal is within Sieve California Matenals site 1 every 3,000 specification 50 lb tons or 2,000 limits, test Analysis Test 202 or stockpile cu yd frequency may be decreased to 1 per day If uniform matenal is within Sand California Matenals site 1 every 3,000 specification Equivalent Test 217 50 lb or stockpile tons or 2,000 limits, test cu yd frequency may be decreased to 1 per day Note 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 17 Attachment A-1 Table 6-1 5 Matenals Acceptance Sampling and Testing Requirements Stabilized Soils (Standard Specifications Section 24) (1 of 3) Sample - Sampling Acceptance ` . r Size 8, - Remarks ''f` - , _` Test Test Method Location Test ' Container (Note'1) ' Frequency r , Size - , LIME(Section 24-2 02) One 10-lb Must be on an sample for Initial sample Authonzed Matenal each type provided by List and certificate of See Standard contractor, Each 100 tons compliance must Various Specifications and source subsequent of lime, 2 per accompany each properties Section 24-2 02 of lime, sampling from day maximum shipment, use a 2-qt mid-point of recommend 1 airtight delivery acceptance test per container 5 samples of lime ,UME TREATMENT: - __I.,: _. _ = . _ ._.. __ : - _ - , DETERMINATION OF LIME APPLICATION RATE(Section 24-2 01D) Native soils, Before soil Unconfined California Test test each type stabilization To determine Compressive 373 100 lb of material to work and if appropnate lime Strength be treated source of lime content changes Native soils, Optimum California Test test each type Before soil Moisture 373 100 lb of material to stabilization Content be treated work VERIFICATION OF LIME APPLICATION RATE AND STABILIZED SOIL MIXTURE (Section 24-2 01D) Building To determine rf Lime paper or Each 40,000 sq application rate is Calibrated tray Surface ft Application pan of of method or equal receiving lime 2�per day 5%within ± (Dry Form) application area known minimum rate ordered aPP Volumetric To determine if Lime measurement Deter- Each 40,000 sq application rate is mined over Slurry holding ft Application that is then known tank 2�per day within±5%of (Slurry Form) reduced to lime area minimum ordered application weight rate Uniformity of Phenolphthalein Each day at five Taken after Mixed alcohol indicator N/A Representative separate completion of initial Stabilized solution spray areas locations mixing Soil California Department of Transportation Construction Manual December 2020 Page 6-1 18 Sample Types and Frequencies Attachment A-1 Table 6-1 5 Materials Acceptance Sampling and Testing Requirements Stabilized Soils (Standard Specifications Section 24) (2 of 3) - ` - Sample "Sampling:_ _ _Acceptance Test - Test Method Size& f Location Test Remarks Container (Note 1y' Frequency Size VERIFICATION OF LIME APPLICATION RATE AND STABILIZED SOIL MIXTURE (Section 24-2 01D) Each day at five Moisture separate Content of California Test 0 25 lb Representa- locations to Taken dunng Mixed 226 each tive areas at verify mellowing penod Stabilized sample mid depth contractor's Soil quality control tests Gradation of 1 every 4,000 Mixed California Test 25 lb Represents- sq yd, 1 per day Taken before Stabilized 202 tive areas minimum compaction Soil MIXED STABILIZED SOIL(Sections 24-2 01 and 24-2 03) Project site in 1 every 2,000 sq Relative California Test Sample for accordance yd and test Compaction 231 California compaction at with CaliforniaTe Test 216 Test 231 every 6 in of thickness Wet common- Relative composite test Maximum California Test 35 lb compaction 1 every relative maximum value Wet Density 216 test site compaction test may be used in locations accordance with California Test 231 Random As necessary for locations in venfication of Dimensions Measurement N/A place after stabilized soil compaction thickness and surface grades California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 19 Attachment A-1 Table 6-1 5 Materials Acceptance Sampling and Testing Requirements Stabilized Soils (Standard Specifications Section 24) (3 of 3) _ , ' _ N" Size Sample Sampling Acceptance ` - Test ° Test Method. , Location ' , Test ` ,,` -- Remarks w ,,,�, Container Size °,'(Note 1) ' !,— Frequency- '�' r;;4 l F CURING SEAL-ASPHALTIC EMULSION (Section 24-1 02C) 1 liter (or 1 qt) Based on wide- Each shipment Variousmust be asphaltic mouth properties accompanied by a emulsion type plastic Sampling line based on certificate of asphaltic used, see bottle with leading to the 1 each shipment compliance, emulsion Standard screw on spray bar recommend 1 type used Specifications lids that random test from Section 94 are samples taken sealed with tape Note 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Page 6-1 20 Sample Types and Frequencies Attachment A-1 Table 6-1 6 Materials Acceptance Sampling and Testing Requirements Aggregate Subbases (Standard Specifications Section 25) Sample Size Sampling Acceptance Test- Test g Container , Location Test .,_ Remarks Method Size (Note 1) Frequency '-' v of Y v . AGGREGATE SUBBASE If uniform matenal is Every 3,000 Gradation California Windrow or tons or 2,000 within specification 50 lb limits,frequency (Sieve Analysis) Test 202 roadway cu yd (See may be decreased to Note 2) 1 test per day Every 3,000 If uniform material California Windrow or tons or 2,000 within specification Sand Equivalent 50 lb limits,frequency Test 217 roadway cu yd (See may be decreased to Note 2) 1 test per day R-value testing may be reduced to 1 acceptance test per Every 3,000 project when test R-Value California 50 lb Windrow or tons or 2,000 records demonstrate Test 301 roadway cu yd that comparable matenal from the same source meets minimum R-value requirements Sample for Roadway in Relative California California accordance Every 2,000 sq Compaction Test 231 Test 216 with California yd Test 231 Wet common- Relative composite test Maximum Wet California 35 lb compaction Every 2,000 sq maximum value may Density Test 216 test site yd be used in locations accordance with California Test 231 Dimensions N/A N/A Random As necessary Venfy thickness of locations for acceptance aggregate subbase Notes 1 Refer to California Test 125 for sampling procedures 2 If matenal is outside the specification limits,sample and test representative matenal every 500 cu yd so that deductions may be taken for noncompliant matenal California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 21 Attachment A-1 Table 6-1 7 Matenals Acceptance Sampling and Testing Requirements Aggregate Bases (Standard Specifications Section 26) ' Sample 'Sampling_ Teat - Size& Acceptance Test, Remarks Test Location ,," Method_ Container Frequency" - ,; h,_ m Size (Note 1) AGGREGATE BASES If uniform matenal is within Gradation Every 3,000 tons specification limits, (Sieve CaliforniaWindrowlb Windrow or or 2,000 cu yd frequency may be Analysis) Test 202 roadway (See Note 2) decreased to 1 test per day If uniform matenal is within Sand California Windrow or Every 3,000 tons specification limits, Equivalent Test 217 50 lb roadway or 2,000 cu yd frequency may be (See Note 2) decreased to 1 test per day R-value testing may reduced to 1 acceptance Resistance test per project when test Value(R- California 50 lb Windrow or Every 3,000 tons records demonstrate that Value) Test 301 roadway or 2,000 cu yd comparable matenal from the same source meets minimum R-value requirements Durability California 50 lb Windrow or 1 per project Durability test not required Index Test 229 roadway for Class 3 aggregate base CaliforniaMatenals 2 daily when Moisture Test 226 25 lb site or aggregate base is stockpile paid for by weight Roadway in Relative CaliforniaSample for accordance Compaction Test 231 California with Every 2,000 sq yd Test 216 California Test 231 Maximum Relative Wet common-composite Wet California35 lb compaction Every 2,000 sq yd test maximum value may Density Test 216 test site be used in accordance locations with California Test 231 Dimensions N/A N/A Random As necessary for Venfy thickness of locations acceptance aggregate base Notes 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Page 6-1 22 Sample Types and Frequencies Attachment A-1 2 If matenal is outside the specification limits, sample and test representative matenal every 500 cu yd so that deductions may be taken for noncompliant matenal California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 23 Attachment A-1 Table 6-1 8 Materials Acceptance Sampling and Testing Requirements Cement Treated Bases (Standard Specifications Section 27) (1 of 3) Sample Sampling Acceptance _ s 8 Test -Test Method Size - _ Location Test - ` Remarks" _ , Container, (Note 1) Frequency r Sitez m CEMENT TREATED BASE Class A or Class B AGGREGATE 1 every 3,000 Gradation California Plant,truck, tons or 2,000 (Sieve Test 202, 40 lb windrow, or cu yd, Analysis) California roadway minimum 1 per Test 105 day of production 1 every 3,000 Plant,truck, tons or 2,000 Sand California 40 lb windrow, or cu yd, Equivalent Test 217 roadway minimum 1 per day of production AGGREGATE Class B R-Value 100 lb for (with and California aggregate Windrow or Before without Test 301 qualrfica- roadway production cement) tion CEMENT Type II Portland Cement Vanous Recommend 1 properties Cement acceptance test per must comply See Standard treated base 1 each 100 project for cement with Standard Specifications 8 lb plant or tons of from approved Specifications Section 90- cement cement, 2 per suppliers and Section 90- 1 02B(2) spreader day maximum certificate of 1 026(2) compliance with each shipment WATER Clean 2-qt 1 per source, Water supplies for Chlondes California plastic jug at point of domestic use do not Test 422 with lined, use need to be tested sealed lid California Department of Transportation Construction Manual December 2020 Page 6-1 24 Sample Types and Frequencies Attachment A-1 Table 6-1 8 Materials Acceptance Sampling and Testing Requirements Cement Treated Bases (Standard Specifications Section 27) (2 of 3) Sample Sampling Acceptance Test 'Test Method- Size 8` Location , Test_ Remarks r ` "Container - Size (Note 1) ;; Frequency WATER(Cont) Clean 2-qt 1 per source, Water supplies for Sulfates California plastic jug at point of domestic use do not Test 417 with lined, use need to be tested sealed lid COMPLETED MIX Class A If first 3 days of production test See Windrow or records demonstrate Compressive California California roadway 1 per day matenals are in Strength Test 312 Test 312, before compliance, Part II compaction recommend test every 5 days of production COMPLETED MIX Class B Recommend R- value testing be reduced to 1 every 10,000 cu yd when test records Windrow or demonstrate that California roadway 1 every 3,000 matenal from the R-Value Test 301 50 lb before tons or 2,000 same source, and compaction cu yd having comparable grading and sand equivalent values, meets the minimum R-value requirements California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 25 Attachment A-1 Table 6-1 8 Materials Acceptance Sampling and Testing Requirements Cement Treated Bases (Standard Specifications Section 27) (3 of 3) Test f - Sample Size Sampling_ Acceptance` - Test &Container_ Location , , - Test -Remarks Method , Siize''' '-' (Note-1) ,r Frequency COMPLETED MIX Class A and Class B 1 every Windrow or 1,500 tons Cement California See California roadway or 1,000 cu Content Test 338 Test 338, before yd, Part I compaction minimum 1 per day of production Optimum California See California Windrow or Before Moisture Test 312 Test 312 roadway production Moisture California 10 lb in Roadway Content Test 226 sealed before 2 daily container compaction California Sample for Roadway in Relative accordance 1 every Test 312 or California Compaction 231 Test 216 with California 2,000 sq yd Test 231 Wet common- California Relative composite test Maximum Test 216, compaction 1 every maximum value may Wet Density35 lb test site 2,000 sqyd be used in California Test 312 locations accordance with California Test 231 As Dimensions N/A N/A Random necessary Venfy thickness of locations for cement treated base acceptance Note 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Page 6-1 26 Sample Types and Frequencies Attachment A-1 Table 6-1 9 Matenals Acceptance Sampling and Testing Requirements Concrete Bases (Standard Specifications Section 28) Lean Concrete Base Sample Size Sampling Acceptance Test , r Test &Container „ Location ' , Test _ Remarks- Method , . Size s (Note 1), Frequency , LEAN CONCRETE BASES Concrete 1,000 cu yd or Compressive 2 cylinders- truck 1 day's strength (7- ASTM C39 6x12 inches discharge production rf days) chute less than 1,000 cu yd RAPID STRENGTH CONCRETE BASE 1 per 500 cu Modulus of Concrete yd or 1 day's rupture (7- California 3 beams- truck production rf days) Test 524 6x6x20 inches discharge less than 500 chute cu yd LEAN CONCRETE BASE RAPID SETTING Concrete 1 per 500 cu CompressiveCalifornia 2 cylinders- truck yd or 1 day's strength (7- Test 521 6x12 inches discharge production if days) chute less than 500 cu yd CONCRETE BASE 2 beams of 6x6x32 in for 1,000 cu yd or centerpoint Modulus of rP Concrete 1 day's rupture (7- California loading or truck production if days) Test 523 6x6x20 in for discharge less than chute cu 1,000 third-pointyd loading Random As necessary Venfy Dimensions N/A N/A locations for acceptance thickness of base Note 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 27 Attachment A-1 Table 6-1 10 Matenals Acceptance Sampling and Testing Requirements Treated Permeable Bases (Standard Specifications Section 29) Asphalt Treated Permeable Base (ATPB) (1 of 4) Sample Size& - Sampling ' Acceptance , Test - Test Method Container Stie Location , Test Remarks r f ,'- k , , , /,-., . , '(Note 1) _ Frequency AGGREGATE Combined two 40-lb canvas Before bags (See Note production PercentageCalifornia2)or and minimum Crushed Plant 1 random for Test 205 Batch 160 lb Particles every 50,000 (proportioned tons or less of per bin paving percentages) Combined two 40-lb canvas Before Los Angeles bags(See Note production Rattler California 2)or and minimum (at 500 Test 211 Batch 160 lb Plant 1 random for every 50,000 revolutions) (proportioned tons or less of per bin paving percentages) Combined two 40-lb canvas Before bags (See Note production California 2)or and minimum Film Stnpping Test 302 Batch 160 lb Plant 1 random for every 50,000 (proportioned tons or less of per bin paving percentages) Combined two 20-lb canvas Gradation bags (See Note 1 for every 4 (Sieve California 3)or Plant hours of Analysis) Test 202 Batch 40 lb production (proportioned per bin percentages) California Department of Transportation Construction Manual December 2020 Page 6-1 28 Sample Types and Frequencies Attachment A-1 Table 6-1 10 Matenals Acceptance Sampling and Testing Requirements Treated Permeable Bases (Standard Specifications Section 29) Asphalt Treated Permeable Base (ATPB) (2 of 4) Sample Size& Sampling Acceptance - Test a r Test Method,- Location, Test" 'Remarks Container Size (Note 1) s Frequency �� 'r AGGREGATE (Cont) Combined two 20-lb canvas Recommend 1 bags (See Note 1 for every 4 acceptance Cleanness California 3)or Plant hours of test per day if 3 Value Test 227 Batch 40 lb consecutive (proportioned production results exceed per bin 62 percentages) ASPHALT Certificate of Vanous compliance required for properties Based on Asphalt feed each shipment, based on asphalt type 1-qt double-seal line if asphalt asphalt type used, see fnction-top connecting 1 per day binder source used, see Standard metal cylindncal plant is not on Standard Specifications shaped can storage Specification Section 92 tanks approved list, Section 92 sample and test asphalt before use COMPLETED MIX Asphalt California 40 lb in metal Plant, truck, 1 for every 4 Content Test 382 containers windrow, or hours of roadbed production AGGREGATE Before Los Angeles production Rattler California and minimum (loss at 500 Test 211 50 lb Plant 1 random for revolutions) every 25,000 cu yd Soundness California 50 lb Plant Test 214 1 for every 4 Sieve Analysis California hours of (Gradation) Test 202 40 lb Plant production, (See Note 4) California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 29 Attachment A-1 Table 6-1 10 Materials Acceptance Sampling and Testing Requirements Treated Permeable Bases (Standard Specifications Section 29) Asphalt Treated Permeable Base (ATPB) (3 of 4) o Sampling _Acceptance Test Test Method Sample Size&g Location Test Remarks 3 `lContamer Siie 4 (See Note 1) Frequency _ _ y:_ e — , r , -- AGGREGATE(Cont.) Cleanness California Test Value 227 CEMENT Cement, Recommend 1 vanous Must comply acceptance test properties, with Standard 1 for each per project for must comply Specifications 8 lb Concrete 100 tons, 2 cement from with Standard Section 90- plant per day max approved Specifications 1 02B(2) suppliers with Section 90- certificate of 1 026(2) compliance WATER _ Clean 2-qt Water supplies plastic jug with California Testfor domestic Chlondes 422 lined, sealed lid 1 per source use do not need At point of use, see Remarks to be tested Clean 2-qt Water supplies plastic jug with California Testfor domestic Sulfates 417 lined, sealed lid 1 per source use do not need At point of use, see Remarks to be tested ASTM C 191 Contact METS Water supplies for required At point of for domestic Setting Time or 1 per source ASTM C 266 quantity of water use use do not need sample to be tested Mortar Contact METS Water supplies Compressive ASTM C109 for required At point of 1 per source for domestic Strength quantity of water use use do not need sample to be tested Must comply with Standard Contact METS Water supplies Colonng Specifications for required At point of 1er source for domestic Agents Section 90- quantity of water use P use do not need 1 02D sample to be tested California Department of Transportation Construction Manual December 2020 Page 6-1 30 Sample Types and Frequencies Attachment A-1 Table 6-1 10 Matenals Acceptance Sampling and Testing Requirements Treated Permeable Bases (Standard Specifications Section 29) Asphalt Treated Permeable Base (ATPB) (4 of 4) 4 _,„ ' Sampling Acceptance ; - Test Test Method z ,Sample Size,&s Location Test Remarks Container Size r ' ; Fre uenc , _ ; (Note _1) 4 yw _ , WATER Must comply Water supplies with Standard Contact METS S ecifications for required At point of for domestic Alkalis P 1 per source use do not Section 90- quantity of water use 1 02D sample need to be tested Must comply Water supplies with Standard Contact METS Specific Specifications for required At point of for domestic GravityP quantity of 1 per source use do not Section 90- q ty water use need to be 1 02D sample tested Notes 1 Refer to California Test 125 for sampling procedures 2 Store one 40-lb canvas bag for dispute resolution 3 Store one 20-lb canvas bag for dispute resolution 4 If test records determine that aggregate gradation or cleanness value is close to specification limit or outside the specification limits, sample and test concrete every 300 cu yd so that deductions may be taken for noncompliant matenal California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 31 Attachment A-1 Table 6-1 11 Matenals Acceptance Sampling and Testing Requirements Reclaimed Pavement (Standard Specifications Section 30) Sample Size , _ SamplingAcceptance ' ,- ' Test ,Test Method &Container - , Location ' r Test ' Remarks y Size , ,; (Note 1) , Frequency PULVERIZED ROADBED(Section 30-2) Thickness- Field Random Thickness Field Measurement location 3 per lot Measurement In 1 every Relative Sample for accordance 2,000 sq yd Compaction California Test and test (% min) 231 California with compaction Test 216 Californiacompaction every 6 in Test 231 of thickness FULL DEPTH RECLAMATION–FOAMED ASPHALT(Section 30-3) 1 every Relative 2,000 sq yd Sample for In accordance Compaction California Test and test California with California (% min) 231 Test 216 Test 231 compaction at every 6 in of thickness California Test 531 See Section Thickness Thickness 4-or 6-in- 3 random 4-4004 of diameter location per lot this manual core,full thickness FULL DEPTH RECLAMATION—Cement(Section 30-4) California Thickness- Test 531, 3 random See Section Thickness Core thickness 4-or 6-in- locations per 4-4004 of measurement diameter lot this manual core,full thickness To Building Each 40,000 determine if Cement Calibrated trayper Surface application paper or pan application receiving sq ft, 2 rate is or equal of known day ° rate area cement minimum within± 5/° of mix design rate 1 every Relative 2,000 sq yd Compaction California Test Sample for In accordance and test (% min) 231 California with California compaction Test 216 Test 231 at every 6 in of thickness California Department of Transportation Construction Manual December 2020 Page 6-1 32 Sample Types and Frequencies Attachment A-1 Notes 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 33 Attachment A-1 Table 6-1 12 Matenals Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (1 of 9) 1 Sample Size Sampling Acceptance Test- ` Test Method &Container Location Test Remarks r Size , - (Note 1) Frequency, ASPHALTIC EMULSION AND ASPHALTIC EMULSION FOR FLUSH COAT 1 liter(or 1 Vanous qt)wide- properties in 37 a Section mouth plastic Certificate of accordance 2 02A(4)(b)(tt) bottle with Transport Each compliance with Section 37 of Standard screw on lids tanker shipment required with of Standard Spec cations that are each shipment Specifications sealed with tape Asphaltic Per test Full width Once per emulsion CT 339 method of boot project spread rate truck POLYMER MODIFIED ASPHALTIC EMULSION 1 liter(or 1 qt)wide- mouth plastic Certificate of Viscosity AASHTO T bottle with Transport Each compliance 59 screw on lids tanker shipment required with that are each shipment sealed with tape 1 liter(or 1 qt)wide- mouth plastic Certificate of Sieve Test AASHTO T bottle with Transport Each compliance 59 screw on lids tanker shipment required with that are each shipment sealed with tape 1 liter(or 1 qt)wide- mouth plastic Certificate of Demulstblltty AASHTO T bottle with Transport Each compliance 59 screw on lids tanker shipment required with that are each shipment sealed with tape California Department of Transportation Construction Manual December 2020 Page 6-1 34 Sample Types and Frequencies Attachment A-1 Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (2 of 9) - Sample Size Sampling Acceptance Test `, 'Test Method &Container Location ,Test ' „ Remarks , ; `JF ; Size, (Note 1)s `Frequency POLYMER MODIFIED ASPHALTIC EMULSION (Cont) 1 liter(or 1 qt)wide- mouth plastic Certificate of Torsional California bottle with Transport Each compliance Recovery Test 332 screw on lids tanker shipment required with that are each shipment sealed with tape 1 liter(or 1 qt)wide- mouth plastic Certificate of Penetration AASHTO T bottle with Transport Each compliance 49 screw on lids tanker shipment required with that are each shipment sealed with tape 1 liter(or 1 qt)wide- mouth plastic Certificate of Ring and Ball AASHTO T bottle with Transport Each compliance 53 screw on lids tanker shipment required with that are each shipment sealed with tape California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 35 Attachment A-1 Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (3 of 9) , - Sample Size Sampling Acceptance Test Test Method &Container Location -,Test , - Remarks Size - ' (Note 1) 'Frequency- ASPHALT MODIFIER FOR ASPHALT RUBBER BINDER 1-qt round wide-mouth can with Sample Viscosity ASTM 0445 fnction top lid port on 1 random or 1-qt tanker per project rectangular truck can with screw-on lid 1-qt round wide-mouth can with Sample Flash Point ASTM 092 friction top lid port on 1 random or 1-qt tanker per project rectangular truck can with screw-on lid 1-qt round wide-mouth can with Sample Molecular ASTM 02007 friction top lid port on 1 random Analysis or 1-qt tanker per project rectangular truck can with screw-on lid CRUMB RUBBER MODIFIER FOR ASPHALT RUBBER BINDER CRM scrap tire Two 2 5 lb in gallon zip-lock Wire in CRM bags CRM bulk Minimum 1 CT 385 random per (max%) CRM high bag project natural Two 25 lb in gallon zip-lock bags California Department of Transportation Construction Manual December 2020 Page 6-1 36 Sample Types and Frequencies Attachment A-1 Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (4 of 9) Sample Size Sampling Acceptance -- Test Test Method 8 Container Location , Test Remarks r°, Size , fr s(Note 1) Frequency CRUMB RUBBER MODIFIER FOR ASPHALT RUBBER BINDER CRM scrap tire Two 25 lb in gallon zip-lock Fabnc in CRM bags CRM bulk Minimum 1 CT 385 random per (max%) CRM high bag project natural Two 25 lb in gallon zip-lock bags CRM scrap tire Two 25 lb in gallon zip-lock CRM particle bags CRM bulk Minimum 1 random per length CRM high bag project natural Two 25 lb in gallon zip-lock bags CRM specific CT 208 gravity Natural rubber content in high ASTM D297 nature CRM (%) ASPHALT RUBBER BINDER 1-qt double- Asphalt Production start-up Certificate seal fnction- feed line Certificate of Cone Penetration top metal connecting evaluation compliance cylindncal to the and 1 required with shaped can HMA plant random per each shipment 5 samples California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 37 Attachment A-1 Table 6-1 12 Matenals Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (5 of 9) Sample Size Sampling Acceptance Test- - Test Method &Container, Location Test Remarks ,Size, (Note,1)�t' ' Frequency', ASPHALT RUBBER BINDER 1-qt double- Asphalt Production start-up Certificate of seal friction- feed line Resilience top metal connecting evaluation compliance cylindncal to the and 1 required with shaped can HMA plant random per each shipment 5 samples 1-qt double- Asphalt Production Certificate of start-up seal friction- feed line evaluation compliance Softening point top metal connecting and 1 required with cylindncal to the random per each shipment shaped can HMA plant 5 samples 1 gal metal For safety, cylindncal Asphalt The greater engineer may Asphalt Rubber ASTM shaped can storage of 1 every 5 witness Binder Viscosity D7741 with double- tank lots or once contractor seal friction a day perform test top Certificate of compliance Five 1-qt required for See double-seal Asphalt The greater each Base Asphalt Standard friction-top storage of 1 every 5 shipment, if Binder Properties Specification metal lots or once asphalt binder Section 92 cylindncal tank a day source is not shaped can on approved list, test before use SCREENINGS/AGGREGATE FOR CHIP SEALS 50 lb in LA Rattler California canvas bags Stockpile Once per Test 211 or 5-gal project buckets 50 lb in % Crushed AASHTO T canvas bags Stockpile Once per Particles 335 or 5-gal project buckets California Department of Transportation Construction Manual December 2020 Page 6-1 38 Sample Types and Frequencies Attachment A-1 Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (6 of 9) Sample Sampling Acceptance ; Test Size 8 Test , , , Location . Test` ,-'f Remarks ' �y _ ,m Method Container F (Note 1) Frequency , Size SCREENINGS/AGGREGATE FOR CHIP SEALS 50 lb in Film Stnpping California canvas Stockpile Once per Test 302 bags or 5- project gal buckets Sieve Analysis ia 30 lb Stockpile Twice daily Test 20 Test 202 Cleanness California 30 lb Stockpile Once daily Value Test 227 SAND FOR FLUSH COAT Sieve Analysis California 25 lb Stockpile Once per Test 202 project CRACK TREATMENTS Crack Treatment Matenal 2 each 3-lb From Indicate the minimum crack specified ASTM samples in treatment Once per type of Softening point D36 silicone matenal project crack treatment release dispensing boxes wand matenal on the TL-0101 2 each 3-lb From Indicate the minimum crack specified ASTM samples in treatment Once per type of Cone penetration D5329 silicone matenal project crack release dispensing treatment boxes wand matenal on the TL-0101 2 each 3-lb From Indicate the minimum crack specified ASTM samples in treatment Once per type of Resilience D5329 silicone matenal project crack release dispensing treatment boxes wand matenal on the TL-0101 California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 39 Attachment A-1 Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (7 of 9) Sample Sampling Acceptance Test Test , Size& Location " Test Remarks _Meth , od - Container r, (Note 1)' Frequency , ' ' '' -i Size a , r`TCRACK TREATMENTS(Cont) Crack Treatment Matenal 2 each 3-lb From Indicate the minimum crack specified Tensile adhesion ASTM samples in treatment Once per type of D5329 silicone matenal project release dispensing matenal on boxes wand the TL-0101 2 each 3-lb From Indicate the minimum crack specified Asphalt compatibility ASTM samples in treatment Once per type of D5329 silicone matenal project material on release dispensing the TL-0101 boxes wand 2 each 3-lb From Indicate the minimum crack specified Flexibility ASTM samples in treatment Once per type of D3111 silicone matenal project matenal on release dispensing the TL-0101 boxes wand 2 each 3-lb From Indicate the minimum crack specified Specific gravity ASTM samples in treatment Once per type of D70 silicone matenal project material on release dispensing the TL-0101 boxes wand See note in Section 37- 6 01 D(3) 2 each 3-lb From Indicate the "Depart- minimum crack specified Sieve test ment samples in treatment Once per type of Accep- silicone matenal project on tance"of release dispensing hetTL-0101 the boxes wand Standard Specifi- cations California Department of Transportation Construction Manual December 2020 Page 6-1 40 Sample Types and Frequencies Attachment A-1 Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (8 of 9) Sample Sampling 'Acceptance Test Test Method Size& Location -- Test h 'Remarks , ,Container- ` ontainer- , r' F` Size (N, ote 1) Frequency, SAND FOR CRACK TREATMENT Sieve Analysis California 25 lb Stockpile Once per Test 202 project SLURRY SEAL AGGREGATE Los Angeles Rattler California Once per (loss at 500 Test 211 50 lb Stockpile project revolutions) Percentage of California 50 lb Stockpile Once per Crushed Particles Test 205 project Film Stnpping California 50 lb Stockpile Once per Test 302 project Durability Index California 50 lb Stockpile Once per Test 229 project California Sieve Analysis Test 202, 30 lb Stockpile Once daily California Test 105 Sand Equivalent California 30 lb Stockpile Once daily Test 217 MICRO-SURFACING AGGREGATES Los Angeles Rattler California 50 lb Stockpile Once per (loss at 500 Test 211 project revolutions) Percentage of California 50 lb Stockpile Once per Crushed Particles Test 205 project Durability Index California 50 lb Stockpile Once per Test 302 project California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 41 Attachment A-1 Table 6-1 12 Materials Acceptance Sampling and Testing Requirements Seal Coats (Standard Specifications Section 37) (9 of 9) _ - - Sample =Sampling Acceptance = r r Size& Y Test_, - Test Method Location Test . Remarks rt Container 2 ` - - Size c (Note 1) ; Frequency _a MICRO-SURFACING AGGREGATES (Cont) Sieve Analysis California 30 lb Stockpile Once daily Test 202 Sand Equivalent California 30 lb Stockpile Once daily Test 217 Note 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Page 6-1 42 Sample Types and Frequencies Attachment A-1 Table 6-1 13 Matenals Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (1 of 14) ` ,' Sampling Acceptance - ' Test F Sample Size&-: Sampling ,Test , Location Test =Remarks ,Method ,: ,,ContainerType (Note 1) Frequency Frequency , J , r r ' AGGREGATE All Types of HMA For standard Production process, 1 start-up for each evaluation Combined six 20-lb 750 tons, For standard AASHTO T canvas bags 1 per day process, Gradation 27, (see See Note 3) minimum minimum 1 (Sieve California For SPF per day of Analysis) Test 105, or HMA plant process, paving (See Note 2) Californiaatch 30 lbper ia For SPF Test 384 (proportioned per bin stratified percentages) random process, test sampling per stratified plan random sampling plan (See Notes (See Note 14) 10 and 11) Production start-up For evaluation standard For standard process, 1 process, Combined six 20-Ib for each minimum 1 Not required canvas bags HMA plant 750 tons, per day of for OGFC Sand AASHTO T (See Note 3) or before 1 per day paving (open Equivalent 176 or lime minimum, For SPF graded Batch 30 lb treatment For SPF process, fnction (proportioned per bin process, placed using course) percentages) same statistical pay frequency factors,test as with gradation gradations samples California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 43 Attachment A-1 Table 6-1 13 Matenals Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (2 of 14) Sampling - Test Test , , - Sample Size& Location Sampling AcceptanceestRemarks - Method - Container Type Frequency _. - ,_ <„ ,, , _ (Note 1)- , - , „Frequency , s, _ _ ,_ , , AGGREGATE All Types of HMA Production 1 for each start-up Combined six 20-lb 750 tons, evaluation, canvas bags 1 per day and minimum Percent (See Note 3) HMA plant minimum 1 random for Crushed AASHTO T or before every 25,000 Particles 335 or lime For the tons or less of (Coarse) Batch 30 lb treatment SPF (proportioned per bin process, paving percentages) see Note For the SPF 17 process, see Note 17 Production 1 for each start-up Combined six 20-lb 750 tons, evaluation, canvas bags 1 per day and minimum Percent (See Note 3) HMA plant minimum 1 random for Crushed AASHTO T or before every 25,000 Particles 335 or lime For the tons or less of (Fine) Batch 30 lb treatment SPF paving (proportioned per bin process, percentages) see Note For the SPF 17 process, see Note 17 Production 1 for each start-up Combined six 20-lb 750 tons, evaluation, canvas bags 1 per day and minimum LA Rattler (See Note 3) HMA plant minimum 1 random for (500 AASHTO T or or before every 50,000 Revolutions) 96 Batch 30 lb lime Forthe tons or less of treatment SPF paving (proportioned per bin process, percentages) see Note For the SPF 17 process, see Note 17 California Department of Transportation Construction Manual December 2020 Page 6-1 44 Sample Types and Frequencies Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (3 of 14) Sampling Test Sample Size& Loc tion Sampling Acceptance Test Test Remarks , , Method- ' , Container Type" (Note"1) Frequency Frequency -° , f 1 r r AGGREGATE All Types of HMA(Cont) Production 1 for each start-up Combined six 20-lb 750 tons, canvasevaluation, bags HMA plant 1 per day and minimum LA Rattler (See Note 3) p minimum 1 random for AASHTO T or before every 50,000 (100 96 or lime For the tons or less of Revolutions) Batch 30 lb treatment SPF paving (proportioned per bin process, percentages) see Note For the SPF 17 process, see Note 17 Production 1 for each start-up Combined six 20-lb 750 tons, canvasevaluation, bags HMA plant 1 per day and minimum Fine AASHTO T (See Note 3) p minimum 1 random for Not required Aggregate 304, or or before every 50,000 for OGFC or Angulanty Method A lime For the tons or less of Batch 30 lb treatment SPF Minor HMA paving(proportioned per bin process, percentages) see Note For the SPF 17 process, see Note 17 Production 1 for each start-up Combined six 20-lb 750 tons, evaluation, canvas bags 1 per day HMA plant and minimum and (See Note 3) p minimum 1 random for Not required Elongated ASTM or or before every 50,000 for Minor Particles D4791 lime For the tons or less of HMA Batch 30 lb treatment SPF paving (proportioned per bin process, percentages) see Note For the SPF 17 process, see Note 17 California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 45 Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (4 of 14) �� Sampling Test ° r Test -- Sample Size& Location Sampling Acceptance Remarks Method, Container Type , , Frequency s a --Frequency Y) (Note 1) �, q Y i 'ti , r _ , s� , _ ` ASPHALT BINDER Certificate of compliance Various required for properties Asphalt each based on See feed line shipment, if asphalt type Standard 1-qt double-seal connec- 1 per day 1 random for asphalt used (see Specifi- friction-top metal ting the of HMA every 5 binder Standard cations cylindncal shaped can plant production samples source is not Specifications Section 92 storage on approved Section 92) tanks list, sample and test asphalt before use ASPHALT RUBBER BINDER Asphalt See Standard 1-qt double-seal Asphalt Production Certificate of Rubber Specifications fraction-top metal rubber ub ene 1 everylot stea uaton compliance Binder Section 39- cylindrical shaped feefrom the and 1 random required for Properties 2 03A(4)(e)(ii) can HMA plant per 5 samples each lot Asphalt For safety, 1 gal double-seal rubber Rubber fnction-top metal feed line engineer Binder ASTM D7741 cylindncal shaped connec- 1 every lot 1 every lot may witness can tingto the contractor Viscosity HMA plant perform test California Department of Transportation Construction Manual December 2020 Page 6-1 46 Sample Types and Frequencies Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (5 of 14) R _ - Sampling i m Sam linSampling Acceptance CSoanmapilneeSriTzeyp8eTest Test Method Location Test Rema; rks (Note 1) Frequency Frequency = Y 5 ? ASPHALT RUBBER BINDER(Cont) Certificate of compliance required for each 1-qt double-seal Production shipment, if Base Asphalt See StandardAsphalt start-up asphalt friction-top metal Each Binder Specificationscylindncalshaped storage shipment evaluation binder Properties Section 92 can tank and 1 random source is not per 5 samples on approved list, sample and test asphalt before use 1-qt double-seal Asphalt ASTM D445 fnction-top metal Sample Modifier ASTM D92 cylindncal shaped port on Each 1 random per Properties ASTM D2007 can or 1-qt tanker shipment project rectangular can truck with screw-on lid CRM scrap tire Crumb Two 2 5 lb in Rubber California Test gallon zip-lock Modifier 208, California bags, CRM bulk Each 1 random per (CRM) Test 385, CRM high natural bag shipment project Properties ASTM D297 Two 2 5 lb in gallon zip-lock bags California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 47 Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (6 of 14) Sample - p Sampling _ Location Sampling Acceptance - Test' A Test Size& _ ,Remarks Method , Container , , —Frequency Test Frequency ; -- Type (Note 1) , Y - — _ HOT MIX ASPHALT Type A Loose mix 10 Ib, from Production Production start- AASHTO T sealed behind the start-up up evaluation, Test within 1 Moisture Content329 metal paver evaluation, and minimum 1 hour of containerand minimum per project sampling (See Note 1 per project dunng paving For standard 60 lb process, 1 for Production start- (See each 750 up evaluation, Notes 5 tons, and 18) Loose mix 1 per day For standard AASHTO T (8x8x4=6 from minimum process, Asphalt Binder boxes, behind the minimum 1 per 308, For SPF dayofpaving Content Method A 81hx81hx4 process, per For SPF 1h=4 (See Note stratified boxes) 4) random process, per (See stratified random Notes 5 sampling plan sampling plan and 18) (See Notes (See Note 14) 10 and 11) For standard 60 lb process, 1 for (See each 750 Production start- Notes 5 tons, up evaluation and 18) Loose mix 1 per day For standard Maximum (8x8x4=6 from minimum process, 1 Theoretical AASHTO T boxes, behind the For SPF random test per Density 209 81%x8V2x4 paver process,two day of paving Y2=4 (See Note samples per For SPF boxes) 4) shift with venfication process, per (See stratified random Notes 5 density cores sampling plan and 18) (See Notes 10 and 13) California Department of Transportation Construction Manual December 2020 Page 6-1 48 Sample Types and Frequencies Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (7 of 14) ' Sample Sampling _ , _` , , ,' Test' Size& Location Sampling ' , 3 Acceptance Test` , , Remarks_ ,, - , -- Method- Container (See Note „Frequency- Test Frequency - - Type, > ,1) f - l , HOT MIX ASPHALT Type A(Cont) Production start-up Production start- 100 lb evaluation, 1 up evaluation, (See Note Loose mix every 25,000 and minimum 1 5) from tons of random for every Air Void Content AASHTO T (8x8x4=10 behind the Paving 25,000 tons of 269 boxes, paver For HMA paving, except 81/2x81/2x4 (See Note placed using for HMA placed '/2=8 4) statistical pay using statistical boxes) factors, see pay factors, see Notes 10 and Note 14 11 100 lb (See Note Loose mix production Production start- SP-2 5) from up evaluation, Voids in Mineral Asphalt (8x8x4=10 behind the start-up and minimum 1 evaluation, 1 Aggregate Mixture boxes, paver random for every Volumetncs 81/2x81/2x4 (See Note every 25,000 25,000 tons of '/2=8 4) tons of paving paving boxes) 100 lb (See Note Loose mix Production Production start- SP-2 5) from up evaluation, Asphalt (8x8x4=10 behind the start-up and minimum 1 Dust Proportion Mixture boxes, paver evaluation, 1 random for every Volumetncs 81/2x81/2x4 (See Note every 25,000 tons of 25,000 tons of '/2=8 4) paving paving boxes) California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 49 Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (8 of 14) _ ' ' Sample Test Test Size& Location r Sampling Acceptance Remarks _ , , _ , _ _, _ _ Method : Container Frequency Test Frequency L 3 (Note 1)"- i, Type HOT MIX ASPHALT Type A(Cont) 70 lb Production Production start- (See start-up up evaluation, Notes 5 evaluation, 1 and minimum 1 and 18) Loose mix random for eve0ry Hamburg Wheel California (8x8x47 at plant, every tonsof 0,00 10,000 tons or Not required Track Test 389 boxes, truck, orpaving less of paving for Minor HMA 81/2x81/2x4windrow For SPF 'h=6 process, see For SPF boxes) Note 16 process, see Note 16 140 lb (See Production start- Notes 5, 6 Loose mix Production up evaluation, Test for dry and 18) start-up strength and Moisture AASHTO T at plant, and minimum 1 8x8x4=15 evaluation, 1 wet strength, Susceptibility 283 ( truck, or every 50 0 I random test for not required boxes, windrow every 50,000 8+/ 8/ 4 tons of paving for Minor HMA 14=12 tons of paving boxes) HOT MIX ASPHALT With RAP/RAS 10 lb AASHTO T 164 (8x8x4=1 Loose mix from Production 1 random for box, behind the start-up Binder Recovery 8�zx8�'x4 evaluation, 1 every 25,000 ASTM %Z=1 box) paver tons or less of (See Note every 25,000 paving D1856 8) (See Note tons of paving p g California Department of Transportation Construction Manual December 2020 Page 6-1 50 Sample Types and Frequencies Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (9 of 14) Sample Sampling _ Y ' Test ; ' Size& Location Sampling - Acceptance " Tests , J - Remarks ,_ Method Container Frequency Test Frequency- , - , - Type (Note 1) _ RUBBERIZED HOT MIX ASPHALT Gap Graded Loose mix 10 Ib, from Production Production start- AASHTO T sealed behind the start-up up evaluation, Test within 1 Moisture Content329 metal paver evaluation, and minimum 1 hour of container and minimum per project sampling (See Note 1 per project dunng paving 4) 60 lb 1 for each 750 tons, 1 Production start- (See Loose mix per day up evaluation, 1 Notes 5 from minimum random test per Asphalt Binder AASHTO T and 18) behind the For HMAda Y of paving g Content 308, Method (8x8x4=6 paver placed using For HMA placed boxes, (See Note statistical pay using statistical 8'/zx8'/zx4 4) factors, see pay factors, see 1/2 Notes 10 and Note 10 boxes) 11 60 lb 1 for each 750 tons, 1 Production start- (See Loose mix per day up evaluation, Notes 5 from minimum minimum 1 per Maximum T and 18) behind the day of paving, Theoretical 209 (8x8x4=6 paver For HMA except for HMA placed using Density boxes, See Note statistical payplaced using 8%x8'/%x4 ( statistical pay 1/2 4) factors, see =4 factors, see Notes 11 and Notes 10 and 13 boxes) 13 California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 51 Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (10 of 14) Sample Sampling , _{' f Test Test `y- Size& Location Sampling " Acceptance, Remarks f - , , -Method r- Container , Frequency; Test Frequency. 1 - , , ,', , ,Type - (Note 1); , , RUBBERIZED HOT MIX ASPHALT Gap Graded Production start-up Production start- 100 lb evaluation, 1 up evaluation, (See Loose mix every 25,000 and minimum 1 Notes 5 from tons of random test for and 18) every25,000 tons Air Void Content 269 HTO T (8x8x4= baverd the pavin g of paving 10 boxes, p For HMA 81/2x81/2x4 (See Note placed using For SPF process, 1/2=8 4) statistical pay test per stratified boxes) factors, see random sampling notes 10 and plan See note 14 11 100 lb (See Loose mix Production Production start- SP-2Notes 5 from up evaluation, Voids in Mineral Asphalt and 18) behind the start-upevaluation, and minimum 1 Aggregate Mixture (8x8x4= paverrandom test for Volumetncs 10 boxes, (See Note every 25,000 every 25,000 tons 81/2x81/2x4 4) tons of paving of paving %2=8 boxes) 100 lb (See Notes 5 Loose mix production Production start- SP-2 and 18) from up evaluation, start-up Dust Proportion Asphalt (boxes, behind the evaluation, 1 and minimum 1 Mixture 8x8x4=10 paver every 25,000 random test for Volumetncs boxes, (See Note tons of paving every 25,000 tons 8V2x81/2x4 4) of paving 1/2=8 boxes) California Department of Transportation Construction Manual December 2020 Page 6-1 52 Sample Types and Frequencies Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (11 of 14) Sample_ - Sampling Test h Test , ' Size& Location Sampling Acceptance - -,,Remarks Methodr Container Frequency Test Frequency Type- (Note 1) - - . {, YP ,; T i _ 'J RUBBERIZED HOT MIX ASPHALT Gap Graded(Cont) 75 lb Production Production start- (See start-up up evaluation, Notes 5 Loose mix evaluation 1 and minimum 1 Hamburg Wheel and 18) at plant, every 10,000 random test for Track California (8x8x4=7 truck, or tons of paving every 10,000 tons Test 389 boxes, windrow For SPF or less of paving 8/zx8hx4 1/2=6 process, see For SPF process, boxes) Note 16 see Note 16 75 Ib (See Production start- Notes 5, 6 Production Loose mix up evaluation, Test for dry Moisture AASHTO T and 18) at plant, start-up and minimum 1 Susceptibility 283 (8x8x4= truck, or evaluation, 1 random test for strength and 15 boxes, wet strength windrow every 50,000 every 50,000 tons 814x81/2x4 tons of paving of paving /Y=12 boxes) OPEN GRADED FRICTION COURSE (OGFC) 20 lb (See Note 5) Loose mix AASHTO T from 1 for each Production start- Asphalt Binder 4, 1-gal behind the 750 tons, 1 up evaluation, Content 308, Method metal paver per day minimum 1 per A containers (See Note minimum day of paving with 4) fnction lids California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 53 Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (12 of 14) - Sample Sampling - Test , Test ' • Size& Location , Sampling Acceptance _ Remarks Method Container ' Frequency Test Frequency - - , - r - z Type (Note 1) - , , i yp F { i- "S OPEN GRADED FRICTION COURSE(OGFC) Loose mix Production Production start- 10 Ib, from start-up up evaluation, Test within 1 Moisture Content AASHTO T sealed behind the evaluation, and minimum 1 hour of 329 metal paver and minimum per project dunng sampling container (See Note 4) 1 per project paving BONDED WEARING COURSE Gap Graded(BWC-G)(See Note 7) 20 lb (See Note 5) 1 for each Production start- Asphalt Binder Me T 4, 1-gal Loose mix 750 tons, 1 up evaluation Content 308, Method metal at plant per day Minimum 1 per A containers minimum day of paving with fraction lids 10 lb Production Production start- Samples AASHTO T sealed Loose mix start-up up evaluation, should be Moisture Content 329 metal at plant evaluation, and minimum 1 tested within container and minimum per project dunng 1 hour of 1 per project paving sampling PAVEMENT DENSITY Final For the For the standard Density of cores layer, standard process, 1 for Density cored to 1 for each 250 tons applies to (% of maximum California 4-or 6—in the process, rocessHMA theoretical each 250 tons For SPF p , Test 375 cores specified test per stratified thickness of density) For the SPF total random sampling 0 15 ft or (See Note 8) paved process, see plan See Note greater thickness Note 12 14 California Department of Transportation Construction Manual December 2020 Page 6-1 54 Sample Types and Frequencies Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (13 of 14) - Sample Sampling Test ' , Size& Location ' Samplingk, , ', Acceptance ' ' Y ' Test '._ Remarks Method - Container (See Note Frequency'- Test Frequency - '' _ I _4 Type - 1) _ ,, - PAVEMENT SMOOTHNESS Pavement Straightedge N/A N/A surface Entire final Entire final Areas exempt (See Note surface surface from Inertial 9) Profiler Entire final surface excluding areas California requiring Inertial Profiler for Test 387 straightedge, Mean Roughness AASHTO R Each 0 1 Pavement Entire final Entire final use Index and Areas 56& mile surface surface surface contractor- of Localized AASHTO R furnished Roughness 57 profiles for IRI values within 10% of Caltrans' IRI values TACK COAT 1-qt Based on double- asphalt type seal Spray bar used (see friction-top on asphalt Each 1 random per Asphalt Binder Standard metal distnbutor truckload project Specifi- cylindrical truck cations shaped Section 92) can California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 55 Attachment A-1 Table 6-1 13 Materials Acceptance Sampling and Testing Requirements Asphalt Concrete (Standard Specifications Section 39) (14 of 14) Sample Sampling Test Size& Location , Sampling , Acceptance Test Remarks Method Container (See Note, Frequency -- Test Frequency r _ Type-, 1) ` < �� ; J r , TACK COAT(Cont) Verify tack coat spray rate is sufficient to meet the As necessary for minimum Spread Rate California N/A Pavement N/A verification of specified Test 339 tack coat spread residual rate rate (see example in Section 4- 9403, "During the Course of Work," in this manual) 1 liter(or 1 qt) Based on wide- emulsion mouth type used plastic Spray bar on Asphaltic (see bottle emulsion Each 1 random per Emulsion Standard with distributor truckload project Specifi- screw on truck cations lids that Section 94) are sealed with tape Notes 1 Refer to California Test 125 for sampling procedures 2 When using RAP, RAS,or RAP/RAS, adjust gradation by the correction factor determined under California Test 384 3 Store three 20-lb canvas bags for dispute resolution 4 Sampling HMA behind the paver is the preferred location You may also take samples from the windrow, production plant, or truck 5 Sample sizes are based on split samples—one sample for acceptance testing, and one for dispute resolution Store one-half of the boxes or cans for dispute resolution California Department of Transportation Construction Manual December 2020 Page 6-1 56 Sample Types and Frequencies Attachment A-1 6 Contractor ships directly to distnct matenal laboratory 7 For bonded weanng course using RHMA-G, RHMA-O, or HMA-O, sampling and testing must comply with requirements for RHMA-G, RHMA-O, or HMA-0 8 Determine percent of maximum theoretical density under California Test 375, except use AASHTO T 275 to determine in-place density of each core and AASHTO T 209, Method A to determine maximum theoretical density instead of calculating maximum density 9 May use Inertial Profiler data and ProVAL Rolling Straightedge module to assist in determining where to check with 12-foot straightedge 10 For the statistical pay factor process, and for each lot, prepare a stratified random sampling plan for the following pay factor quality characteristic, aggregate gradations, binder content, air voids, and percent of maximum theoretical density Sample at milestones identified in the stratified random sampling plan Do not share the verification sampling time or location with the contractor until immediately before sampling Do not share the share the stratified random sampling plan with the contractor until completion of the lot For guidance on developing the engineer's stratified random sampling plans, refer to section 4-3902K, "Stratified Random Sampling Plan"of this manual 11 Obtain enough matenal to split each sample into four parts Perform verification testing on one part, provide one part to the contractor, hold one part for dispute resolution testing, and reserve the fourth part for additional venfication testing in the event the lot runs short and you not have at least the 3 tests needed for verification 12 To determine in-place density, obtain venfication density cores from the contractor's sublot identified in the engineer's stratified random sampling plan Break the identified sublot into three equal parts, and randomly determine the coring location of each part At each location, core three samples aligned longitudinally within one to two feet of the center core Retain the center core for verification testing, and randomly determine which of the two remaining cores will be provided to the contractor and which will be retained by the engineer 13 To determine the paving shift's maximum theoretical density value used for verification of percent in-place density, obtain two samples of HMA from each paving shift the venfication density cores are obtained from Determine the shift's maximum theoretical density value used for the venfication by averaging the test results of the two samples The two samples must be obtained randomly from the first and last half of the paving shift, or from a split of a single sample pulled within the sublot the density cores are obtained from 14 Do not share the test results of pay factor quality charactenstics with the contractor until completion of the lot 15 For HMA placed using statistical pay factors, dunng production, sample non-pay factor items at the frequency determined by the engineer Notify the contractor of your intent to sample, and obtain enough material to split into four parts Test one part, provide one part to the contractor, and retain one part for independent third party testing When sampling for non pay factors, except sand equivalent testing, pull two samples from two consecutive sublots If the first sample fails, immediately test the second sample Refer to Section 4- 3904A(5), "Monitoring Non-Pay Factor Quality Characteristics using Statistical Pay Factor Specifications"of this manual for guidance related to non pay factor testing 16 For HMA placed using statistical pay factors,when sampling for Hamburg Wheel Track, pull one additional sample for testing from the contractor's next sublot Test this second sample if the first sample fails California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 57 Attachment A-1 17 For HMA placed using statistical pay factors,sample at same frequency as aggregate gradations, except pull two samples and test the second sample tf the first sample fails 18 Box quantities indicated represent recommended amounts for each individual test Use CT 125 Appendix B Table 1 for more comprehensive quantities or suites of tests California Department of Transportation Construction Manual December 2020 Page 6-1 58 Sample Types and Frequencies Attachment A-1 Table 6-1 14 Materials Acceptance Sampling and Testing Requirements Concrete Pavement (Standard Specifications Section 40) (1 of 2) See Table 6-1 17 for concrete materials Sample - : Test Test Method 4Location Size& Acceptance Test SamRemarks, _ Container Frequency i , a ' ,(Note 1)� �,, ,: - �1,,, - Size, , '} r' ', ' r' T CONCRETE 3 beams of Not used for Modulus of California 6x6x20 in Concrete truck 1 set for the last acceptance, only to Rupture (Open Test 523 for third- discharge pavement section verify that to Traffic) (Field Cunng) point chute placed before pavement can be loading opening to traffic opened to traffic 3 beams of 1 set per age for Recommend Modulus of California 6x6x20 in Concrete truck each 1,000 cu yd, frequency of every Rupture (28- Test 523 for third- discharge 1 per day 2,000 cu yd if after days) point chute minimum (See 10 sets all tests are loading Note 2) in compliance California See test Concrete truck 1 every day of Only test when air Air Content Test 504 method discharge production entrainment is chute specified PAVEMENT 4-in See Section 4- California diameter 4004, "Level of 1 every 1,200 sq Thickness Test 531 core, full Inspection,"of yd thickness of pavement this manual Dowel Bar Each test consists Measurement 4-in Transverse Alignment and and diameter pavement 1 test every 700 of 2 cores, one on Concrete sq yd each end of dowel Inspection core size joints Consolidationbar Tie Bar Measurement 4-in Longitudinal Each test consists Alignment and and diameter pavement 1 test every 4,000 of 2 cores, one on Concrete Consolidation Inspection core size points sq yd each end of tie bar Coefficient of CaliforniaN/A Pavement 1 test for each Each test consists Fnction Test 342 surface day of paving of 5 measurements Smoothness- Measurement Pavement Entire final Straightedge with 12-ft N/A surface surface requinng straightedge straightedge California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 59 Attachment A-1 Table 6-1 14 Materials Acceptance Sampling and Testing Requirements Concrete Pavement (Standard Specifications Section 40) (2 of 2) See Table 6-1 17 for concrete materials - Sample _ Sampling ; , _ r`;n Test - Test Method r Sae>� �'"� `L`ocation`s; Acceptance Test„ Remarks' r r Container_ (Note 1) Frequency ` _ =z_ �; Size- ' _ , PAVEMENT Smoothness- AASHTO R Inertial Profiler for 56,AASHTO Entire final surface Mean Roughness R 57, and 0 1 mile Pavement Entire final excluding specified Index and Areas of California surface surface areas Localized Test 387 Roughness Notes 1 Refer to California Test 125 for sampling procedures 2 If concrete modulus of rupture is close to specification limit or outside the specification limits, sample and test concrete every 1,000 cu yd so that deductions may be taken for noncompliant matenal California Department of Transportation Construction Manual December 2020 Page 6-1 60 Sample Types and Frequencies Attachment A-1 Table 6-1 15 Materials Acceptance Sampling and Testing Requirements Existing Concrete Pavement (Standard Specifications Section 41) ' Sample t y1 ` Size - ' Sampling t Acceptance Test Test Method .Location c j ` Test , Remarks Container - Size '(Note 1) ,�,; ,Frequency - a ' INDIVIDUAL SLAB REPLACEMENT WITH RAPID STRENGTH CONCRETE(Section 41-9) Coefficient CaliforniaN/A Pavement 1 every 1,200 Each test consists of Fnction Test 342 surface sq yd of 5 measurements Smoothness Measurement Pavement Entire final Areas exempt from - with 12-ft N/A surface surface Inertial Profiler Straightedge straightedge Modulus of 3 beams of Concrete Cal rupture( California truck 6x6x20 1 per shrft days) Test 524 inches discharge chute Notes 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 61 Attachment A-1 Table 6-1 16 Matenals Acceptance Sampling and Testing Requirements Concrete Structures (Standard Specifications Section 51) See Table 6-1 17 for concrete materials Test Sample Size Sampling Acceptance Test &Container Location 1 Test- a °Remarks I ,r Method Y Size - (Note,1) - Frequency v A n SF^ I I F JOINT SEALS TYPE B(Section 51-2 02C(2)) Certificate of compliance and certified test report Vanous required for each properties, lot, must See test report must comply Standard include the seal with Specifica- movement rating, Standard tions 1 piece, 3 ft Job site Each lot manufacturer Specifica- Section 51- minimum tions 2 02(C) uncompressed Section 51- width and test 2 02C(2) results, submit samples at least 30 days before use JOINT SEALS Type A and Type AL(Section 51-2 02B) Vanous properties, must See Certificate of comply Standard 1 sample from Compliance with Specifica- 1 qt of each each required for each Standard tions component Job site component of batch of sealant, Specifica- Section 51- and pnmer each batch submit samples at Mons 2 026(2) least 30 days Section 51- before use 2 026(2) Notes 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Page 6-1 62 Sample Types and Frequencies Attachment A-1 Table 6-1 17 Matenals Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (1 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete C Sample Sampling Test Size& Acceptance Test Test Method Container Location Frequency~r .Remarks r ' Size ,(Notes) y ` AGGREGATE Coarse Aggregate Los Angeles Cali- Before production Rattler 1 for every 4,000 cu yd, if (loss at fomia See Note 2 Stockpile and minimum 1 initial test shows abrasion 500 Test random test for loss greater than 40% revolu- 211 every 25,000 cu yd tions) Recommend 1 acceptance Clean- Cali- Before production test per day if 3 consecutive fomia and minimum 1 for results exceed 80, increase ness Test 25 lb Stockpile every 600 cu yd, 1 sampling to 1 for every 300 cu Value 227 per day minimum yd (deductive lot)with engineer's authonzation Recommend 1 acceptance Cali- Before production test per day if 3 consecutive Sieve fomia and minimum 1 for results are within operating e sampling to 1 Analysis Test 50 lb Belt Feed range,every 600 cu yd, 1 for every 300 rens cu yd (deductive 202 per day minimum lot)with engineer's authonzation AGGREGATE Fine Aggregate Cali- Before production or Organic fomia See Note 2 Stockpile when contamination Impurities Test is suspected 213 Cali- Durability fomia See Note 2 Stockpile Before production Test 229 Recommend 1 acceptance Cali- Before production test per day if 3 consecutive Sand fomia 25 lb Stockpile and minimum 1 for results exceed 80, increase Equivalent Test every 600 cu yd, 1 sampling to 1 for every 300 cu 217 per day minimum yd (deductive lot)with engineer's authonzation California is Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 63 Attachment A-1 Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (2 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Sample Sampling Test - Size& .Acceptance Test Remarks Test . Location , L . Method! Container - -(Note 1) ' = z Frequency - - �' - Size r� << - AGGREGATE Fine Aggregate Recommend 1 acceptance Cali- Before production test per day if 3 consecutive Sieve fomia and minimum 1 for results are within operating Analysis Test 50 Ib Belt feed every 600 cu yd, 1 range, increase sampling to 1 202 per day minimum for every 300 cu yd (deductive lot)with engineer's authonzation AGGREGATE Coarse& Fine Aggregate Cali- fornia Specific Test Gravity 206, Before production and See Note 2 Stockpile and when aggregate Absorp- Cali- source changes tion fomia Test 207 Cali- Sound- fomia See Note 2 Stockpile Before production Soundness for fine aggregate ness Test waived if durability is a 60 214 Sieve Analysis (combined Recommend 1 acceptance gradation test per day if 3 consecutive deter- Cali- Before production results are within operating mined fomiaand minimum 1 for N/A range Increase sampling to 1 with fine Test every 600 cu yd, 1 for every 300 cu yd (deductive and 202 per day minimum lot)with engineer's coarse aggregate authonzation sieve analyses) California Department of Transportation Construction Manual December 2020 Page 6-1 64 Sample Types and Frequencies Attachment A-1 Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (3 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Sample Sampling Acceptance Test Test Method Container Location Test" = 'Rernarks Size (Note 1), Frequency _ _ CEMENTITIOUS MATERIALS Cement, Cement must be on vanous Authonzed Matenal List, properties, See Standard Sample each cement accepted based on must comply Specifications Concrete 100 tons of with Standard Section 90- 8 lb plant cement, 2 per certificate of compliance with Specifications 1 02B(2) day maximum each shipment, recommend Section 90- 1 venfication test per 5 1 02B(2) samples Supplementary Cementitious Matenals SCM must be on Authonzed (SCM), vanous See Standard Sample each Materials List, SCM properties, Specifications Concrete 100 tons of accepted based on must comply Section 90- 8 lb certificate plant SCM, 2 per of compliance with with Standard 1 02B(3) day maximum each shipment, recommend Specifications1 venfication test per 5 Section 90- samples 1 02B(3) WATER Clean 2-qt Chlorides California plastic jug At point of 1 per source Water supplies for domestic Test 422 with lined, use use do not need to be tested sealed lid Clean 2-qt Sulfates California plastic jug At point of 1 per source Water supplies for domestic Test 417 with lined, use use do not need to be tested sealed lid Contact ASTM C 191 METS for Setting Time or required At point of 1 per source Water supplies for domestic ASTM C 266 quantity of use use do not need to be tested water sample California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 65 Attachment A-1 Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (4 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Sample Sampling Acceptance Test -` TestSize&Method Location Test -, , ,`�Remarks_ ,, , , ,, r_ _ , Container ,,(Note 1)r ; Frequency - . _� 5 , r ' f '7 r Size ' _ ` , WATER Contact Mortar METS for Compressive ASTM C109 required At point of 1 per source Water supplies for domestic Strength quantity of use use do not need to be tested water sample Must comply Contact with Standard METS for Colonng Spec- required At point of 1 per source Water supplies for domestic Agents cations quantity of use use do not need to be tested Section 90- water 1 02D sample Must comply Contact with Standard METS for Alkalis Specrfi- required At point of 1 per source Water supplies for domestic cations quantity of use use do not need to be tested Section 90- water 1 02D sample Must comply Contact with Standard METS for Specific Specrfi- required At point of 1 per source Water supplies for domestic Gravity cations quantity of use use do not need to be tested Section 90- water 1 02D sample ADMIXTURES Air Entraining Agent Air entraining properties See Standard 1-qt can or Must be on Authorized Must comply Spec- plastic Matenals List and certificate with Standard cations bottle of Concrete Sample each of compliance must Specifications Section 90- liquid, 2 lb plant shipment accompany each shipment, Section 90- 1 02E of powder recommend 1 verification 1 02E test per 5 samples California Department of Transportation Construction Manual December 2020 Page 6-1 66 Sample Types and Frequencies Attachment A-1 Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (5 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete u Sample Size& Sampling �Acceptance, Test ,_ Test Method Location =Test ` , Remarks Container Size (Note 1) Frequency ;, CHEMICAL ADMIXTURE. Water Reducers or Set Retarders Must be on Authonzed ASTM C494 Matenals List and Claimed certificate of Type A, B, D, F properties, or Type G 1-qt can of liquid, 2 Concrete Sample each compliance must chlonde California Test lb of powder plant shipment accompany each identification 415 shipment, recommend 1 venfication test per 5 samples CONCRETE for Pavement and Structures Engineer may use AASHTO T 160 contractor-provided Modified Dunng test result for Shnnkage See Standard Set of three mix Before acceptance,test Specifications 4x4x11/ in design production results must be Section 90- process within 3 years of 1 01D(3) contract authonzation date CONCRETE Designated Compressive Strength 3600 psi or Greater Concrete As necessary No deductions for to assure cement content trucic California Test discharge accuracy of will be made Yield 518 See test method chute, mix design, based on the (See Note minimum 2 results of 3) per each mix California Test design 518 When compressive Concrete test specimen ASTM C143, truck is fabncated Concrete California Test See test method discharge and when Uniformity 533 chute consistency or (See Note uniformity is 3) questionable, minimum 2 per day California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 67 Attachment A-1 Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (6 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Sampling Acceptance -Test Test Method Sample Size&_- Location Test r >Remarks _ °Container Size See Note Frequency E _ r,, CONCRETE Designated Compressive Strength 3600 psi or Greater(Cont) Concrete truck When Concrete California Test discharge 100 lb uniformity is Uniformity 529 chute questionable (See Note 3) 1 set per age for every 300 For tnal batches, Concrete cu yd see Standard ASTM C172, 1 set of 2 cylinders truck concrete or Specifications or Compressive California Test 6x12 in for each discharge as required job special Strength 540 test chute for provisions and (See Note acceptance, Section 6-3, "Field 3) minimum 1 Tests,"of this set per manual project 1 every 4 Concrete hours of Where air is truck production specified for Air Content California Test See test method discharge and when freeze-thaw 504 chute test resistance, a (See Note specimens minimum of 1 every 3) are 30 cu yd fabncated CONCRETE WITH COMPRESSIVE STRENGTH LESS THAN 3,600 psi Concrete When truck compressive ASTM C143, test specimen Concrete California Test See test method discharge is fabncated Uniformity 533 chute and when (See Note uniformity is 3) questionable California Department of Transportation Construction Manual December 2020 Page 6-1 68 Sample Types and Frequencies Attachment A-1 Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (7 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete Sample Size& Sampling Acceptance ' Test_, r Telt Method Location Test r` Remarks Container Size (Note 1) _ Frequency _ CONCRETE WITH COMPRESSIVE STRENGTH LESS THAN 3,600 psi Concrete truck When Concrete California discharge 100 lb uniformity is Uniformity Test 529 chute (See Note questionable 3) Concrete 1 set per age California 1 set of 2 cylinders, truck for every 300 Compressive Test 540, 6x12 in ,for each discharge cu yd, Strength California test chute minimum 1 Test 521 (See Note set per 3) project Concrete When Where air is truck compressive specified for freeze- CaliforniaAir Content See test method discharge test thaw resistance,a Test 504 chute (See Note specimens minimum of 1 every 3) are fabncated 100 cu yd CURING COMPOUND Each shipment must have certificate of compliance that includes Cunng 1 Test results for Compound, tests specified in must comply At time of 1 every Section 90- with Standard ASTM C309 1-qt can use(See shipment 1 01D(6)of Specifications Note 1) Standard Section 90- 1 03B(3) Specifications 2 Certification that matenal was tested within 12 months before use California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 69 Attachment A-1 Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (8 of 9) Concrete, Except Minor Concrete and Rapid Strength Concrete - Sample Size& - Sampling Acceptance Test Test Method Location - Test - .- - Remarks Container Sae 1F (Note 1) Frequency 'r Rema s' - CEMENTITIOUS MATERIALS Cement, Cement source vanous Sample and must be shown on properties, See Standard Authonzed test if must comply Specifications8 lb Concrete cement Matenals List, with Standard Section 90- plant certificate of Specifications 1 02B(2) quality is compliance must Section 90- questionable accompany each 1 02B(2) cement shipment Supplementary cementitious SCM source must matenals be shown on (SCM), vanous See Standard Sample and Authonzed properties, Specifications8 lb Concrete test if SCM Matenals List, must comply Section 90- plant quality is certificate of with Standard 1 02B(3) questionable compliance must Specifications accompany each Section 90- SCM shipment 1 02B(3) ADMIXTURES Air Entraining Agent Air entraining Must be on properties, See Standard Authonzed must comply Specifications Matenals List and with Standard Section 90- N/A N/A certificate of Specifications 1 02E compliance must Section 90- accompany each 1 02E shipment CHEMICAL ADMIXTURES.Water Reducers or Set Retarders Must be on Claimed ASTM C494 Authonzed Type A, B, D, Matenals List and properties, F or Type G N/A N/A certificate of chlonde California Test compliance must identification 415 accompany each shipment California Department of Transportation Construction Manual December 2020 Page 6-1 70 Sample Types and Frequencies Attachment A-1 Table 6-1 17 Materials Acceptance Sampling and Testing Requirements Concrete (Standard Specifications Section 90) (9 of 9) Minor Concrete Test Sample Size , Sam lin , -Acceptance - - Test` &Container p 9 Test u 'Remarks rsi Method " ' ! = Location r Size _ Frequency ' CONCRETE As necessary Concrete truck to assure No deductions for California See test discharge accuracy of cement content will Yield Test 518 method chute (See mix design, be made based on Note 3) minimum 1 per the results of each mix California Test 518 design Minor concrete must Sample and have the strength California 1 set of 2 Concrete truck test if concrete described or 2,500 Com- Corn-ve Test 540, cylinders, discharge quality is psi, whichever is pressiStrength California 6x12 in ,for chute (See questionable, greater,see Test 521 each test Note 3) minimum 1 per Standard mix design Specifications Section 90-1 02A Where air is Concrete truck specified for California See test discharge freeze-thaw Air Content Test 504 method chute (See resistance, a Note 3) minimum of 1 every 100 cu yd CURING COMPOUND Each shipment must have certificate of Cunng compliance that Compound, includes must 1 Results for tests comply specified in with ASTM At time of use, 1 every Section 90- Standard C309 1-qt can (See Note 1) shipment 1 01 D(6)of Specifi- Standard cations Specifications Section 90- 2 Certification that 1 03B(3) matenal was tested within 12 months before use Notes 1 Refer to California Test 125 for sampling procedures California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 71 Attachment A-1 2 For initial testing, provide 100 lb of 1-1/2 in x 3/4 in , 75 lb of 3/4 in x No 4, 75 lb of pea gravel, and 50 lb of sand Use this material for California Test 202, 206, 207, 211, 213, 214, 217, 227 and 229 3 Refer to California Test 539 for method of sampling fresh concrete California Department of Transportation Construction Manual December 2020 Page 6-1 72 Sample Types and Frequencies Attachment A-1 Table 6-1 18 Materials Acceptance Sampling and Testing Requirements Miscellaneous Materials (1 of 5) Sample - p Test- Size& Sampling Acceptance ti K Test = y_ Method , ,,'Container, f Location Test Remarks` { -, - :Frequency 1 - ,. Size I r - BARBED WIRE AND WIRE MESH FENCES(Section 80-2) Barbed Wire, vanous As necessary properties, must for venfication comply with ASTM A121 1 yd length Job site if quality is Standard questionable Specifications Section 80-2 02D BOLTS AND HARDWARE (Section 75) 2 samples Sample and test if not each Each lot previously inspected at diameter the source CHAIN LINK FENCES(Section 80-3) Wire Mesh, various Each lot for properties, ASTM venfication if Certificate of must comply with A116, Class 2 ft width Job site quality is compliance required for Standard 1 questionable vinyl clad fencing Specifications Section 80 CONCRETE PIPE (Section 65) ContactContact METS Sample and test if not Compliance with METS forfor instructions previously inspected at specificationsforsource CONDUIT(Section 86-1 02B) Conduit, vanous See 2 ft Iong properties, Standard As necessary must comply with Spec- from center for verification Standard cations of length, Job site if quality is Specifications Section 86- 2 samples questionable Section 86-1 02B 1 02B each size California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies 6-1 73 Attachment A-1 Table 6-1 18 Matenals Acceptance Sampling and Testing Requirements Miscellaneous Matenals (2 of 5) , - Sample Acceptance - ' ,, Test - `Y Test ,-Size& - Sampling Testy Remarks __ , , _Method Container" Location Frequency _ Size , _ ^ - ELECTRICAL CONDUCTORS AND CABLES(Section 86-1 02F) Electrical conductors and See 2 ft long, cables, various Standard include Each lot for ro erties, verification if must comply with Spec- markings, 2 Job site quality is Standard cations samples per questionable Specifications Section 86 gauge Section 86-1 02F I EXPANSION JOINT FILLER 6 in long, Each 1,000 Compliance with full width of sq ft not less specifications sheet than 2 per shipment GEOSYNTHETICS(Section 96) Various Certificate of See Each lot for properties, compliance required must comply with Standard for piece, 3 ft verification if for each lot, Specifica- x full width Job site quality is Standard tons of roll questionable unroll at least 1 Specifications circumference before Section 96 See Remarks Section 96 sampling PAINT(Section 91) For If less than 20 gallons, Paint, various See miscella- testing not required properties, Standard neons and resident engineer must comply with Spec- painting, Job site Each batch must field release Standard 1 qt(see Specifications cations Section 6-2 Zinc-nch primer must Section 91 Section 91 of this be on the Authonzed manual) Matenals List PAVEMENT MARKERS (Section 81-3) Pavement See Markers,various Standard As necessary properties, Specif1- for verification Each shipment must must comply with cations 20 markers Job site quality is have certificate of rf Standard compliance Section 81- Specifications 3 questionable Section 81-3 California Department of Transportation Construction Manual December 2020 Page 6-1 74 Sample Types and Frequencies Attachment A-1 Table 6-1 18 Materials Acceptance Sampling and Testing Requirements Miscellaneous Materials (3 of 5) Sampler , Test Size S Acceptance Test Sampling Location Test - Remarks _ Method` Container,, - Frequency Size _ _ _ y . PERMEABLE MATERIALS (Section 68-2 02F) Durability Index California 50 lb Stockpile Before use Test 229 Sieve Analysis California 50 lb Stockpile Before use,1 Test 202 every day PERMEABLE MATERIALS Class 3(Section 68-2 02F) Crushed Faces California 50 lb Stockpile Before use Test 205 PRESTRESSED TENDON GROUT(Section 50) Efflux time California One 6x12 From batch At the start of Repeat acceptance Test 541 in cylinder immediately after each day's tests whenever source mold can mixing for work, and of matenal is changed prequalrfication, thereafter 1 thereafter from test per each outlet end of tendon, 5%of ducts, storage tank, or see Remarks both RAISED BARS (PRECAST) Compliance with 1 unit or Sample and test if not specifications full size bar Each lot previously inspected at the source REINFORCING STEEL(Section 52) See 2 samples, Standard 30 in , As necessary Each shipment must Reinforcing Steel, Spec- except 40 Job site for venfication be accompanied by a venous properties cations in for No if quality is certificate of Section 52 14 and No questionable compliance 18 SLOPE PROTECTION (Section 72) Adequate size of As required slope protection Size N/A Quarry or stockpile for documented by acceptance measunng or weighing the matenal Apparent Specific California 75 lb Quarry or stockpile Before use Gravity Test 206 California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 75 Attachment A-1 Table 6-1 18 Materials Acceptance Sampling and Testing Requirements Miscellaneous Matenals (4 of 5) Sample Acceptance Test = Test , Size& Sampling Location Test , Remarks - - ,Method Container _ x -7, Frequency' rr - ' ' Size y SLOPE PROTECTION (Section 72) (Cont) Absorption California 75 lb Quarry or stockpile Before use Test 206 Durability Index California 75 lb Quarry or stockpile Before use Test 229 STEEL PRODUCTS Contact Contact METS for METS for . instructions instructions STRUCTURAL STEEL AND MISCELLANEOUS METAL(Sections 55&75) 2 samples, Each heat or Sample and test if 30-in , cut melt or 10 not previously parallel to tons or inspected at the direction of fraction source rolling STRUCTURAL STEEL COATINGS(Section 59) Paint, vanous See For bndge Job site Each batch, Unused portion of properties, Standard or major see Remarks 5-gal sample will must comply with Specifi- structure, be returned to Standard cations send an job, see Section Specifications Section 59 unopened 6-2, "Acceptance Section 59 5-gal can of Manufactured or Fabricated Materials and Products,"of this manual WATER-PROOFING MATERIALS(Section 54) 9 sq ft of ASTM asphalt 1 sample Glass Fiber D1668, saturated Job site from each lot Type 1 cotton fabnc Asphalt ASTM D449 5 lb of Job site 1 sample asphalt from each lot 1 qt of 1 sample Pnmer ASTM D41 asphalt Job site pnmer from each lot California Department of Transportation Construction Manual December 2020 Page 6-1 76 Sample Types and Frequencies Attachment A-1 Table 6-1 18 Materials Acceptance Sampling and Testing Requirements Miscellaneous Materials (5 of 5) , Sample Acceptance Tester Test -; Size 8 , ri,Sampling-`f Test Remarks t h f =Method r Container Location Frequency k ` - , = Size d < _ WELDED WIRE REINFORCEMENT(Section 52-1 02C) Welded ASTM A 9 sq ft Job site As necessary Each shipment must Wire 1064/A for venfication be accompanied by Reinforcing 1064M if quality is a certificate of Steel, questionable compliance must comply with Standard Specifi- cations Section 52- 1 02C California Department of Transportation Construction Manual December 2020 Sample Types and Frequencies Page 6-1 77 EXHIBIT"B" SPECIAL REQUIREMENTS [INTENTIONALLY LEFT BLANK] 01203 0006/8305201 B-1 EXHIBIT"C" SCHEDULE OF COMPENSATION I. Consultant shall perform the on-call services at the rates listed in Exhibit C-1.The rates provided in Exhibit C-1 may not be escalated during the term of this Agreement.Estimated quantities hsted in Exhibit C-1,if any,are for the purpose of estimation only.Actual quantities and compensation will depend on the needs of the City. II. Within the budgeted amounts for each task in the Task Budget, and with the approval of the Contract Officer, funds may be shifted from one Task subbudget to another so long as the Task Budget is not exceeded. III. The City will compensate Consultant for the Services performed upon submission of a valid invoice.Each invoice shall be accompanied by all Task Proposal's for which Consultant is requesting compensation.Each invoice is to include: A. Line items for all personnel descnbing the work performed, the number of hours worked,and the hourly rate B. Line items for all matenals and equipment properly charged to the Services C. Line items for all other approved reimbursable expenses claimed, with supporting documentation D. Line items for all approved subconsultant labor, supplies, equipment, matenals, and travel properly charged to the Services IV. The total compensation for the Services under this Agreement shall not exceed the Contract Sum provided in Section 2.1 of this Agreement.The total Task Budget for any work request shall not exceed$500,000. 01203 0006/8305201 C-1 EXHIBIT"C-1" SCHEDULE OF FEES 1 Prevailing Construction Management Wage Senior Principal CM Zack Faqih 157 Principal CM 152 Senior CM 145 Associate CM 142 Assistant CM 134 Inspection Thomas Dawson Senior Inspector Greg Hunkle 135 Patrick Fraire Associate Inspector Noah Hernandez 130 Assistant Inspector Brittany Duhn 125 Site Safety Inspection Thomas Dawson Senior Site Safety Inspector Greg Hunkle 135 Associate Site Safety Patrick Fraire Inspector Noah Hernandez 130 Assistant Site Safety Brittany Duhn Inspector 125 Materials Testing Field Inspector Converse 130 Converse Per Test Lab Technician (attached) Other(please specify) Office Engineering 125 Labor Compliance 125 01203.0006/830520.1 C-2 CONVERSE CONSULTANTS Prevadi ng Wage Schedule of Fees Geotech r cal Personnel introduction it :tete=Acne o' oRrVtrse Ccnsuftants to p ovne►ts clerks with watt,precesscrat and technical services and a continuing source cf ress:on at a4.ee and opinions. Service:Mit be perlbrmed r a mariner Cor:tstent*Rh that revel or care and SRI!ordnanty exert ned ty members of?e orches stun currerCy practacP g in the sarne loony under s!m tar cons. Ms fee scheoLie Is bald ttvvt t' December 31 2:0.:1 Hourly Charger for Personnel . Staff a::pn'nents aril depend on oemonne abfty,At,corrpier.ty,=lett site castor and erperence level'eo. eo to satisfy the tecta c a:'e i.E'emenft of the project and to meet tee pfe vol in9 standard of prees s onat care. Field Teohnieal$wives(hoRrty rate t no 1 L,dt no vehlole and equipment) Cans/ruction tnspec* -AiZetiOCC andior A?3,C WI cert"!ed[concrete,post-tension,rr as my structural steel.frep'ocf1'rg;Includes concrete batt? pant and tical seer tabncXan Inspect ).. �__.1140 OSA Ilitasonri Inwectrx ____ .._---.__. 140 Non-Destructive Testirpg inspector,:utrason4c,-4spretc parade.dye per+e rant.stldmore,pull testing, voltage testing.:ewe!rtarrrner.and parameter) --- __.145 Coxing Tectrn Clan _ _.. _140 3dts TechnICan&soil,tale,asphalttxxecteie,and,idabse emission testing' 140 3affple Pick-tip 50 Professional aenileee 1oor►wttation for field and aA1oe,r requested) °rhe ss cr- .......... _3140 ti erg or 3Or=reces s onal.. _._ _ _ _.__.150 Praiect Pre'ess rias 160 Prvect Manager _-. .._.....___ __._.-170 er Cr=r7fe's+ona ..._.. - --_ --_._____170 Prrcioa Pruessonal...._.- 1. Prrizipa C4r,suttant...... -. 235 Laboratory Tenting _aboraterl'e_tlntda ____Per Test ,:ee Ge to tnlea Latoratary Te::ng ana Materals Testing Cervices'ee s exes.} L aporatcr, uoe'.' cr _ 690 Oflioe Support C er"ca&4%'ord Process rq ______ las Drafting --- _ SS CAD Operalloritiraftrg Ya-s •.. -- _ 90 Overtime and soeca!:•-eft rate:for P etd''env ces personnel we deter•lned 1' accordance Milt Pretiil tn9 Wage ati, Travel erne to and from the job see*1 t e charged at fie"sari ries for the appropriate oe''v e.. Expencet Exp4orab n expense: dining.7e ncry ng,etc. are charged ac cost pats+"deer cercer 2. Travel aha sus stence expenses i trarsocra t or.room and board.etc. for#nahlclua:car oracle=rem r n g The arettir 1-.t'rp 53 miles away'tangy the protect s ty are:? rged at cast plus ftffeen percent 3. Aaiornobl Ie aria trues expenses are chargea at cost plus''teen oere est trent es:-or ac d e current IRC rage rate per- e'or corrcany ed vette:gave Iig between ons:-pal ice ar d fie: 4. Otter out-of-pocket afire:oto ec expense sera photos .ong-dstance eephene cals.permits bores,amide printing ser.ice:, sem,etc-1 are charged at cost pus flteen percent tomatoes t K4 res Mt be s...arrittett to Me C:Iert on a rxririy basis and a teal Dil wit be submitted upon completion cc senders. 2. Payment d dee presentabor,of invoice and a past-due thirty days'ben invoice date In the event Clent fats to make any pa$entlip Cor-.er:e when die.Converse may tmmecgatery cease work hereunder urn!,said payment,together i a service carge at the rate of eicrnheer percent per anrkrr but not excreting:he Arrerimum armed j ace',from to dee dale,has been rece'tea. =tinier,Converse'nay at►t,soee ocean aha discretion vee to De'fer-any ftrther wort t+respect`.e of parnert from Cleat In the event Citent tits to pay Converse 13,sery cel when said pay-era are due ? C est slat pay atria hers'fees or other costs rcurred r cotectrg an de nat.ent amount General Conditleas The terms and provisos of the Converse General Conditions are ncortxxaoed rite tt fee sched ie as hider set forth In f1$.If a copy of the General Conditions does not accompany this fee schedure Clent reaue:t a copy from arms ofice. Correrse Cansutanes pwzaz3 Geotech 01203.0006/830520.1 C-3 CONVERSE CONSULTANTS Schedule of Fees-Materials Laboratory Testirg Cicervensabon for laboraiori sestrig servtes-*II be based on roles r scoorciarce w tr tt tie scheoue*him rkclude: ted repos and engineering time.Costs of test not or tris schedu e..•Ibe ty cpate ancikor r accordance wth our current hourly fee scrieolie.Cur service:all be performed In Kam:tame with the Gerierai Cord tons This fee=Ned.;e Is va4c1 through December 31,2023 AGGREGATES 11044TURE EMISSION TEST Allotsbae Cort ASTU 02.216 MOO 1.4a tr..re Eris:cri T K.Ii 90 00 Parikie Sas Ansyvs ASPHALTIC CONCRETE Coarse,ASTU C"36.each 10C.3.3 C'earse zre We,AS TM C136&C1371,emit 113C.33 %SW it/ r--oikt xxl Unt Weigrt,ASTU 069C7_......... ....._ZS 33 Mari'a hiSTM 01559 AVIA CL726 220.3-3 Specific Grsiaty&Acesorpton Coarse Aggregate,.ASTU C127 .10C.3-3 Mew.krec Vetidm.sn SpeofIc Grilftr Of MN,ASTU 03361 Fre Ammar.Asruciat 1C(.33 Rice'lethal.each WOO Unit Vlieigl per 0.131C Foot.AETNA C29 75.00 Vold P4aflt of Cares or Wrist Specimens. Ca.:Unions Cori,ASTM 03M3 set of 2 or 3 .60.00 Scunclress,Sodurr or Idascrim um,.A.s.n.4C43B,each__20C.33 Laboralary Meng of Ascealt&Concrele,pa sampie______7S.00 .:tent-a Airall Fractta7,.A.STIA 2019 30C.30 :rem Thrill Sotroness .17E_33 CorrViele AWN*calcrece Mk Desgn I-keern Marshal _By Cm* Los Armies Abrasion,Der class,ASTIR 0131.COCfS 2.=.3-3 Sand Ecsivaiert ABTU D2419 1 IC.33 Estracacr of Asiratt and Madigan.ASTU 02172.Method B, Lghtweight Particles,ASTM C123,each__ 1CC.33 or Calteina 310,Indueng asn correcbon,each.._.....=3.00 ExtracSor of Rubbenzed Azhat&Graialor,each__.250.it Cay Winos&Friable Particles,ASTM 0142,eack......._1.M.33 Smolt Grarotj ASTI.*02726 or.A,ST1,4 D11 88 Erpprig Test,ASTU D1664 each S5.00 Organs Prourtes,ASTU 040 10C.23 Uncoated95 OC Coabed ltE 13C Dzabilly By CiLcift Irnmersce-CorrpressIce 433.00 NOTE TEETS Parise Coatrag,ASTU 02489 60.0D -atoraray Thal Batch,A.STIJI CIE_______________By Chale SirpoIng,ASTU D1664. .. .. .MOO -atoratory Kits Desun,l-IsIonaii Data By Custe 1.1oW..re or Vootie Deitlkstes In Paving tAlitaes.or Compression Test,Sart:*CAnder,AST1A C39.each__ .45,00 Materat romp Petroke‘sr,Products or UghlweIght Coria ele Ert-Prockx:ts Z.M CC Retried Strength.ASTIA 01C74.101075.6 specimen .B)*Cuce Urft Weight......__......_________......_ _________45.00 Retuned Sty.1AI.alt 52aat.Method 104. Specimen Pregarabon,Thrrrntig or Cara each.._.___.60.006 specimens B i COX* tr Bond Sength,ASTU C321 6,EIR ASTU 01993,rcudng MD Curve,1 point 393.00 Prepared try Cowers_ 150.00 kalflat Term:endure 1500 Prelawed rty Cthers 80.00 Core Con'pressior-est ASTU C12.each 80.00 STRUCTURAL STEEL Roue Test.6W Scarfs,ASTM CM,each_ 110.00 -enae Test*9 91r or E.-a er each Mainz ct Eilaacti,St3tc ASIA CA69,each 1r-C.33 Bend'rest*9 Qa•or Ema er eaort 643 00 Length Crginge.AS-1.4 Cl 57,3 tars,5 rending each, Ter':-e Test*10 Sa'7 Greatr':ean .2.90.00 up to 25 asys 3.=00 Tens e-est*14 Sa' .acil 310 DO Sparc Tensile,6•1121Cylnders,each :r DO Reba-C.c..Der Tense-e2 1013130 Fetid Conaete Gaol(1111frIplIrc,sitr'v,lErVerlitie. Tens e-est,Welded*9 Bar or Shale,each_______100.00 cast 4 cythders,molds cylnder olca-t ,withn 10 miles Ten:e Test Weide:*10 Bar or Greater,each of offkm,stint:tin eat,AST1.11.119C rime,rate Tern e Test,Wei*14 By,each 31000 schedule,ar each cylrider 95.00 Tens e Tett Mechar4osty ScrIced,*9 Bar or S- ler. Fiesd Concrete Cortrol,:sarrie as above pia at anent teSrh each 180 DC AkiSTP.44..61C,each On '. .. . . ...95.00 Tensile Test,Mecharicaty Spliced.MO Bar or Ornier, Hood Cylinder 1000 each CAnder lAold sent to ice ste Di not act by Cowrie ar .elurreci to Urvem.se5 DO HIGH STRB40111 BOLT,MT.AND WASHER TESTNG Wedge Tense Test,AA90 Boot: MASONRY(ASTM C140,E4417.MC STANDARD 24-ZZ Under 100,000 ts each.. ........__________......_........•.••• 65.00 Moes Calent.as received,each__ Z3.00 Cow 100,000 ts.,eacn. 75.00 At=mbar,each 50.00 Wedge Terme Test,AKE Brt: So-pressdan,each 55.00 Under 100,000 bs each. .80.00 Srrrt4 age ASTU 0426,each 100.00 -ertVe Test AricrEr Bats.tested mVi dispincerrat 4e:Nrea and Vaume,awn 25.00 transoucers ea& 300.00 tuthrxrri Skids,per se af 9 45C 33 hut Hartt-ess,=roof&Cone Plod Land Tet.each .50.00 ktncrri CZat CX341Preusar each. Siz D3 Washer- the li&each MOO 141.v..cer1 C.-.,cre Ethewr each 5;00 A32S or A490,Boit 1-ardness Only,each______________50.00 kcrri C,cce Trvivring each._....._ __. .......... .5S.DO Bart A32or A490 Wedge Ter's* Corpre:rsort Telt Tales!prisms trairrl-----6',each_-----_.......:1=.33 Under 1CC,000 ts &4ariwess, Coritpre:scr Tet,Tied prsms. 12nr1611116*.each_____13C.33 Cver 1=000 lbs..&Hairarorz,each .150.00 Co-pression Test Bolt Nut&Wwher,MI le=per:e'AIM boas 2N4'Marty CA nder,each......... ......_____.--______ 45.00 Under 100,3M bs aco.00 rrS'Gnat Prisms,eaat_____. ___ ___.__ 45.00 Over 100.DX bs 390.00 2'Cites ASTU C139,etch 4S.CO Cast tr,f Mem 4:00 See acrbeelle of Fees-GeolecYbcal Labiwatorf Tesrtv for sot tea Hou'y rates are awake*uocr reoue* Fee: Laboratory Mortar or Grail Mu Dmgn: ______ __________By Cuote rates are wealat4e upon reouest.Lsteo urs!mt.::are based wax FIREPROOFING TESTS the assir-ption rot sarrpIes i be delvered to our aooracry at og ',Nei Dry Delistt,•per sarryle 70.00 cost,c.Came-roe_ Crr'•erse Consul:arcs 1.1T3200.3 01203.0006/830520.1 C-4 • CONVERSE C:ONSULTA'TS Schedule of Fees-Geotechnical Laboratory Testing Co-persatfon for ants^; tfstlrig ser ice: wi tie trade n X:Ca'1Ze Arm this dee schedule cunei rcLties a:t --:+ys' and engrleenng rme.:.31:e tee not or to::ctieiue all be Di ai cte 3'1d D' n accordance with our current h r'ly tee The rates are based on nor-cantarrirated sol. A s.rcttrge : a'eo`o'handing contaminated^aAerta, etch MI be deter--rei tamed on the voter IDENTIFICATION AND INDEX PROPERTIES TESTS 3rcie Lc30 3tbef+,A$TfIA L' ~46 sua =ass-1tcatson,I3TM D24.39 ---- RJ' 3a'"pie,Held Mocture 95 OC EttQfneerrt0 Gia. r?cabon,A Tllel r32497_ == Fun 3ar"pe,Air Dried 95 OC Mosture Concert and Dry'bulk l Derr.4y, Ree'- .deo 3a'rtoe 70 DC A3T144 02216 and 02937. 25 DO Eaios*r:sdn index Test.USG 29-2(A3TM D4829_-- -- 130.30 Mo bre Cordell.A37/4 02 215 - Z3.00 3rrrAage Llmtt.A3TM 04943 86.00 HYDRAULIC CONDUCTIVITY TESTS htterberg gats,A3TM 04315 Cir:tont head,A3TM D2434 250.00 �etteera come 1S7_m Fl►r -+e d Flexible'Nati.A3T1d1125064.._ 300.00 Cre Poiret ..50 00 'rally Ferweatrtej,EPA 9100 _._ 350.03 Particle 3tae Maya A.3T9106 913 R e-•oided 3petdmen _ -- -. 601)0 Fine Sieve,from 44030 eo s4 -. 10C.3D Coarse and Fine 3ie#e,from*MC to 3 n 180.30 C*4EISICAL TESTS Hydrometer _ 12X3.30 C sr•tti ipH,ressevrt)'_suraitcs, Pettit Patlzng 320C 3eve.ASTM D1140 80.00 manic Cor tent A3'r.,02974 --.- ------___100.03 Cpecmc Cc ttiy F ne,passing 4t sieve.A,3TM OB5t 100..013 Cceedrlores. UFA nes preserved an tee foe ai+aedWe er+e b►-avttreir Coarse,retained on*4.eve,ASTM C127 103.03 peel►art..d gioatoaineal lebor>,lory deb N1rtertese mer dere. mitre d Evu>A�Fent Tent;ASTM C.4#9 120.03Wyeerel I can be.ertatnad r air gle-Ae ineeei Iebo►roreea red.dlr^- DOtrpee Ky'dr�'r/ele!Dispersion,A3T1A G 1 150 DO C°ct core,afar cement seed eat rT $S Weds !wee n:4 Died an be �rfteed tele--emcee. !hie eame ndtetste r iaid era ugh Urecerrber 31.i�� CO ACTION AND BEARING STRENGTH r -w era tnawd ort h eaeasrvlat 1ltr mercies•a Lm ere-firs ere da 2r.idarcl Procter Compactice.AC'V 0698 or ABT1N DI557 r*='i zurir^.este mesas, cera ararrapirse rn3ar wase trponeze reach Method/1 8 _ �' ern be no eared rfr on=gem rubor enebizer plrberritnetan dee ctat 0 00 we a catvsrttiela i rein then'yC bets-per-Malan tgeme Gerd Zeer'g Method C,6''"'eD►d. _______. 210 CO qrw we based a-rie nseartrlr td-a p alecty a doling we be roma-ed C.4tforrta Impact Method,Catra is 216-- - 220 CO a herd.iNas7+w 't.spe. L+pr_ascents deur,;,.Ali be'vitiated s.a-g R-vwa ASTM 02944 and CTM3OI_____------__-- ..270_CO handing d errtt;i mere ilia c •Steel Cr4 I-met 1910 12:". tare a 4:14 Ca ss'forr a Bearing Ratio I C8 Rt.A,3T1Vi D1993 reciter in tease presented e-Ivo artethart Ma be eppead Lora c cr ghat. i Point. _._.........._. 53C'+L30 chert we be■tlQ%Bae in tens Cameros al not handle simples P. 3 Port?.._ 750 0O �.:armouse stir Lome b or Lama A brutiecl rr n as hex reiarlw atenrep.d armies ler returned a the heart .11111nts.. Re aave Dens-ti ret be c*eci,.ao d w dere eller pree.'ts an at tree a 'he atoll ma ort 0.1 Cubic root Mold. _._ _ 2X30 00 diad a•P.scums d ur.pea 3.-a:aw rrpalad acs„ai d stat.ern be 0.5 Cubit Fc- M G 300 AO rr,hr+erid,trees Wimp exa lance watt nmeasr+erte:f eve Limited 3 eba .laprrits�!d Amara Sod mi rp a atierrad ellen he Stubs ar Lailksvere s NEAP 3 TF E N:TH au rrartty Ud ' .:qu mires-•was ore ea be P elseeedsd cn aae:arde rocs vet ?e-eq.As ernr-t d r. Maas of Z e/t enek pe ctierre tt d F a d arc: T or,arle,Foca et F e-et-:, ete r 00 Jrzshr•.Ls ,-aR Mont in:1' i',Pleat erxia.rs- A 113 iL'int-eF-rr! DreCt 2 hear Are as tae addee la wee* semen that a -.grand to be ncraeri d CEJ Ck Test _.______._._______ 75.03 )s.4''meta end t oder*as C onscildated,Drained,graJ lac, fent•deuce-egasrtn;;eves era be preeerred►•e pr..elatspl.unci gentrab,: .43T11 03383 - .2C home canceler praVina Ulenvers reaw tard rurrtane wt a•p-esern.: A Consolidated,Drained,fee g are'd sof:, meerturr tabes-story"en a±SSO 00 wt be=barged iu winery!and meet fret NITM 03393. .. 260.00 resale, bents,:he ater..eend U'3 Meed det+rery wcenettred lrrarrebit eeeM ha Consolidated,Undrained,fine gra f ed sd I ____. 220_ de.mme d at aidtw el❑oed:e g eedesr t ayreem JI''S at t c:ealeefricet RtgotiN Cl�LftQth.per cycle...-_-__. �D ds+-claw trot mesa* en�»art;ert3br peclogt?uteri ars!imit te arms 1 Remcldd ape I'nerls s a s s. 7D 0a Typeza+t aeras arms tor tea+tits orgy ■ter.:drinks fur• t weart rt. :expedthe tiremetund to Ism wry"'air^ ■W..% Menem re the Ilene en P.ala .M all be aopAa3 Warn'ilsabte rul Iowa STATIC UMLAXIAL AIS TRIAXIAL STRENOTH TESTS regime r Paten one reteek to pertaetn n .zczede eye aired,AS'Y s► :leer (PER POINT) sender d wo.ciilceieme PAM Presence n hes edueaie b -entirety ^ '' 160.00 u-th latoc deed chert oore aldell ,a e p has proem sr teem WI hosed Utticortfbled GomoressCMI,ASTM D2 166 to.Pie m astpa►sag 2 41S-inch rade dlenetbz bras va0 eeerv4ee at t. UtNe1or1. Ufared Unaraned,A3TM D2 50 160.x1 p vended%a to penia tnteart atrarzry rr.twef-g keenaded eceeiree ee tri C4r''.�'.Cl 0J'.'!'d '..rte reed per port 700.03 be rterpor ed n athrtierd ride Scar r ler tree rt-ge Pa drsc'. C omoi.ia ed 3rared per Dot': ___ 700.00 *tarn co-iodize:kr r aid se p -ss-aware limn Al tem prwerbect re!ar With Pore P'ess re Meas&.rerrient,Der load. 130 MO bcheclue ere hied an rte mo npli n the he Sent aM dem sampans tea Re-rodeo 3De,men. _ 90 00 od edac+et ay a-c eddbzdt cast hi::crtreersa !mutes.4 be mourn rrtatlrp an:we:weds an rcpt crams*'arwha CONSCX.IDATIOM IA*TMM2434) AND SWELL COLLAPSE peed wan Home d'5%per •d ec=aadrg r•rtaee:tnum OUTIO D4640 TESTS wsww try lads*4 be arryeeertee at sp errau-t Writ peed wee-bitty beeps 8 Wad r1crerr e!ts pep-morn emreeflee t: a.plied fe et f accrued r!m art end tare b tke AddtlbAN Load Increment __ 50130 p,a 4. o•d IIIITIA.Jr4 the harts egret.era eery nttb.r+•f. been a rem Tr-Ratio per cold int?enent _._ 90.00 "O;r+�'�n r ring rigsetenca.w-!snravt. 31r13 a=dint,=same tea 90 DC} rorr,ets►e Cf rsurzrts GLT2C23 01203.0006/830520.1 C-5 EXHIBIT"D I. Consultant shall complete each Task no later than the Task Completion Date set in the Task Proposal and shall not receive additional compensation for work completed after the Task Completion Date. II. The Contract Officer may approve extensions for performance of the services in accordance with Section 3.2. 01203.0006/830520.1 D-1