W9123819R0011_Solicitation.pdf

SEE ADDENDUM

(No Collect Calls)

W9123819R0011 01-Apr-2019

b. TELEPHONE NUMBER

916-557-7857

8. OFFER DUE DATE/LOCAL TIME

10:00 AM 01 May 2019

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA X ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912389. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

CHRISTOPHER L TOSO

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

1 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.X

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

USACE SACRAMENTO DISTRICT

ATTN: CONTRACTING DIVISION

1325 J STREET

SACRAMENTO CA 95814-2922

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 16. ADMINISTERED BY

SEE SCHEDULE

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$15,000,000

NAICS:

541380

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF81

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W9123819R0011

Section SF 1449 - CONTINUATION SHEET

MASTER BPA TERMS & CONDITIONS

Blanket Purchase Agreement (BPA) Terms and Conditions

(IAW FAR 13.303-3)

1. Description of agreement. The established supplier (BPA Holder) shall furnish supplies or services for Quality Assurance Testing in Sacramento District’s ___(OFFEROR MUST INDICATE IN OFFER)___ Region, if and when requested by the Contracting Officer or Ordering Official. The maximum duration of this BPA is for five years, once effective, for an aggregate amount of up to $ 3,500,000.00.

2. Extent of obligation. The Government is obligated only to the extent of authorized purchases actually made under the BPA. This agreement may be terminated upon 30 days written notice by either party.

3. Purchase limitation. The dollar limit for each BPA Order shall be set to a minimum of $2,500.00 and a maximum of $250,000.00.

4. Period of Performance. The BPA will be valid five years from the agreement’s effective date.

Each order placed under the BPA will have a separate period of performance. To place an order, the order’s period of performance must fall within the period of performance of the BPA.

5. Individuals authorized to purchase under the BPA.

i. Orders valued from $2,500.00 to $25,000.00: The Contracting Officer will provide the BPA Holder a list of Ordering Officials authorized to place orders under the agreement.

ii. Orders valued above $25,000.00: The Sacramento District’s Contracting Officer will be required to place an order under the agreement.

6. Delivery Tickets. All deliverables under the agreement shall be accompanied by Delivery Tickets that shall contain the following minimum information. All deliverables are due to the Ordering Official.

i. Name of supplier.

ii. BPA and BPA order number.

iii. Date of purchase.

iv. Itemized list of reports furnished include date the testing/sampling was started and completed, each test result for each test quantity, quantity, unit price, sub-total per test, total per order Quantity, unit price, and extension of each item, less applicable discounts.

v. A copy of each daily field report work was performed and specifically noting time when they received the order, time traveling to the project, check-in time with the Government, time testing was performed, check-out time with the Government, time traveling back to the lab.

7. Payment and Invoices. A summary invoice shall be submitted at least monthly or upon expiration of this BPA, whichever occurs first, for all deliveries made during a billing period, identifying the delivery tickets covered therein, stating their total dollar value, and supported by receipt copies of the delivery tickets.

BPA Orders less than $25,000 shall be paid for by the Government’s Purchase Card. For BPA Orders greater than $25,000, invoices for completed services shall include all information as required herein, including necessary supporting documentation and shall be submitted to both:

a) Original Invoice WITHOUT additional information or supporting documentation:

Finance Center Attn: CEFC-FP 5722 Integrity Drive Millington, TN 38054-5005 CEFC-Payments@usace.army.mil

-and-

b) One Copy of the invoice WITH all required information including any necessary supporting documentation shall be emailed to the Contracting Officer’s Representative (COR). The COR will review and agree to the completion of services before invoices are submitted for payment.

8. Pricing. The BPA Holder is required to offer a price for every test method listed in the Price Schedule. This established price may include subcontracted sampling and testing to account for tests that the BPA Holder does not self-perform and/or is not validated to perform. No unit prices of $0.00 will be accepted, except when no quantities are requested. BPA Holders will only need to perform (and/or subcontract) for the full suite of the tests required per each individual BPA Order. Eligibility for a BPA Order will be based on the BPA Holder’s ability to perform the full suite of tests as established by the Price Schedule per test provided by the BPA Holder. An estimated quantity of tests is provided in the Pricing Schedule for bidding purposes only. The amounts do not constitute a minimum quantity per line item as actual quantities will be established per BPA Order.

Pricelists shall be valid for the total duration of the agreement. The offeror shall propose an escalation rate at the time of establishment of the agreement, if desired. The escalation rate may only be applied if it was determined fair and reasonable during the establishment of the BPA.

The Government will not consider offers that apply escalation rates more than annually.

9. Issuance of Calls. The Government indents to establish at least two BPAs per Region, and will rotate the issuance of BPA call orders for work within the perspective Region. Rotations will be determined by the Ordering Official or Contracting Officer. Rotations will be made to provide the Government with the lowest priced services available among BPA holders, while avoiding conflicts with quality control testing for any given project.

10. Termination. The Government reserves the right to cancel this BPA at any time, and is bound only to the extent that the BPA Holder must be given 10 days written notification prior to exercising this right if ordered services are currently being performed.

PERFORMANCE WORK STATEMENT

PERFORMANCE WORK STATEMENT (PWS)

Blanket Purchase Agreements

Quality Assurance Testing for Sacramento District

Date: 29 March 2019

PART 1

General Information

1.1. GENERAL DESCRIPTION:

The Blanket Purchase Agreement (BPA) Holder(s) shall provide and/or procure all necessary and qualified personnel, facilities, equipment, transportation and materials required to provide Quality Assurance Laboratory and Field Testing Services to the U.S. Army Corps of Engineers, Sacramento District (USACE/Government).

The BPA Holder(s) shall ensure that good business and management practices are followed in performing the ordered services, such that the Government receives the greatest value for the services provided.

1.2. TYPE OF SERVICES

This agreement covers requirements for BPA Holder(s) field and lab testing of soil/aggregate, cutoff wall material, riprap, concrete, asphalt, asphalt mixture, masonry, rock bolt and structural steel field testing in strict compliance to the test methods specified in the Price Schedule. Sampling and Testing will be performed within the Sacramento District, Army Corps of Engineers area of responsibility (AOR). The contractor shall provide and/or procure all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and non-personal services necessary to perform the field and laboratory test methods and to report as defined in this Performance Work Statement.

Some but not all of the testing ordered will require sampling; some samples will be provided by USACE Construction Contract Quality Control personnel as coordinated by the COR and/or Ordering Official; others will be provided directly by these individuals. The majority of the testing will require sampling by the BPA Holder(s). Pricing shall include all required sampling and testing required of the specified test method except as specifically stated in the Price Schedule.

1.3. PRODUCTS:

The BPA Holder(s) shall sample and test construction materials in strict compliance with the referenced standard test method or other approved methods as allowed and report the results of the tests to USACE as required herein. See the Price Schedule for more information.

1.4. LOCATION OF SERVICES

The location of services will be within one or more the Sacramento District’s areas of responsibility. The areas of responsibility noted above extend as follows (See Attachment 1 - Maps):

California “Bay Area” & Stockton-Modesto Region

Area bounded by the Coast on the west, Fairfield in the north, Stockton and Modesto in the east and Fremont in the south. Some of the project locations in this area are as follows: Travis Air Force Base (Fairfield), Military Ocean Terminal Concord (MOTCO), Alameda Department of Veterans Affairs facilities, Fremont Department of Veterans Affairs facilities, and Camp Parks (Livermore/Dublin).

Northern California Region Area bounded by the California Bay Area Region in the west, Hamilton City and Black Butte Lake in the north, Marysville and Folsom in the east and Sacramento in the south. Some of the project locations in this area are as follows: Hamilton City Levee, Marysville Levee and Beale Air Force Base (east of Yuba City).

Central Coast and Southern Valley Region Area bounded by the Coast and Monterey on the west, the California Bay Area Region and New Hogan Dam in the North, the Lake Isabella in the East and south and Bakersfield also in the south. Some of the Project locations in this area are as follows: Presidio of Monterey, Fort Hunter Liggett, Camp Roberts/Satellite Command (SATCOM) near San Miguel, New Hogan Dam, Knights Ferry Lake, Merced Stream Group area, Eastman Lake, Hensley Lake, Pine Flat Lake, Lake Kaweah, Lake Success and Isabella Lake.

Nevada Region Area is located in and around the Reno Department of Veterans Affairs facilities and Sierra Army Depot in Herlong, CA.

Utah Region Area is located in and around Salt Lake City, Dugway in the south west and Camp William and Provo in the South, Ogden and Hill Air Force Base in the north and Utah Test and Training Range (UTTR) located north of Aragonite.

1.5. GENERAL REQUIREMENTS:

a) Laboratory AASHTO Certification: All laboratory sampling and testing shall be performed by a laboratory accredited by the American Association of State Highway and Transportation Officials (AASHTO) in accordance with American Society of Testing and Materials (ASTM) standards. The contractor shall follow the industry standard methods for each respective test listed in the pricing schedule. The contractor shall provide proof of AASHTO Accreditation in order to be determined Technically Acceptable.

b) Laboratory USACE Validation: The BPA Holder(s) shall be or become validated by the USACE, Materials Testing Center (MTC), for the required test methods called for in this BPA (with the exception of the Structural Steel field testing) and shall be responsible to maintain validation to remain eligible for award of a BPA Order. Costs to obtain and maintain validation are the responsibility of the BPA Holder(s), and are not a reimbursable expense under this agreement or resulting orders. Structural Steel field testing and inspection services are not currently validated by the MTC; however, the BPA Holder’(s) personnel performing these tests shall have current International Code Council (ICC) certification. The BPA Holder(s) shall maintain these certifications and validations for the life of the agreement to remain eligible for award of a BPA Order. If the BPA Holder is not currently validated with USACE MTC, they shall acquire validation within 30 days of this agreement. Further information on USACE validation including Lab Validation Request Forms and the current list of USACE (MTC) Validated labs can be accessed by copying and pasting the following site into a web browser:

http://www.erdc.usace.army.mil/Media/FactSheets/FactSheetArticleView/tabid/9254/Article/476661/mater ialstesting-center.aspx

c) Proximity: The BPA Holder shall have sampling and testing capabilities within two (2) hours of the project location to be considered for a BPA Order except as allowed by the Contracting Officer. The BPA Holder shall identify the Regions that they can provide services for.

d) Conflict of Interest: The BPA Holder shall not be the Construction Project Contractor’s Quality Control Testing Laboratory for the same project performing the same set of tests. The BPA Holder is required to promptly notify the Contracting Officer’s Representative (COR) if a conflict of interest exists for a specific BPA Order.

e) Safety Requirements: The BPA Holder shall comply the safety requirements stated in Corps of Engineers EM 385-1-1, which can be accessed by copying and pasting the following site into a web browser:

http://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequirementsManual.aspx

f) Hours of Operation: The contractor is responsible for conducting business on the dates ordered Monday through Friday; however, field and lab testing may require the Contractor to work on the weekend and on Federal Holidays.

g) Quantity Tracking: BPA Orders will include quantities of testing needed. The contractor shall only be paid for work directed and performed. At no time shall the contractor exceed the ordered quantity on any Line Item. The contractor shall establish a tracking system of actual quantities against the BPA Order for each Line Items and shall maintain the tracking system up to date throughout the life of the contract. When the actual quantity of any Line Item reaches 75% of the BPA capacity in dollars, the contractor shall notify the Government’s Contracting Officer and the COR in writing within two (2) calendar days.

h) Procedures: The BPA Holder shall follow the procedures provided in each of the respective test methods listed in the Price Schedule. Testing shall include all sampling and testing required by the test method called for except as specifically noted in the Price Schedule test description.

i) Sampling: In most cases (as previously stated), the Government will not provide samples directly to the lab;

the laboratory will perform its own sampling

j) Test Reports: Test reports shall be completed according to the applicable industry standard test method reporting requirements except when specified otherwise.

k) Implementation/Execution of Work: All testing shall begin without delay as soon as possible after sampling. The Government will provide the BPA Holder with at least 48 hours of notice when ordering sampling and testing services for scheduling purposes. Completed test reports shall be provided to the Ordering Official within 24 hours of completion of the tests. The Contractor shall provide a list of standard turnaround times for each test that is priced on the Price Schedule.

l) Security:

Site Access. Details for site access will be provided with the BPA Order along with contact information for those to coordinate with for this access. At a minimum, lab and/or field sampling/testing personnel are required to check in with the appropriate on-site Government Corps Representative every time they arrive on site. The Lab Representative shall also make contact with one of the above Corps representatives before leaving the site. At the time of leaving the site, the Lab Representative shall provide a report outlining the tests performed or samples taken as well as document Lab Representative's departure time from the site as well as any specifically directed standby time.

OPSEC Training. All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

E-Verify Program. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

Location of Services: Based on military installations, a security clearance will be required to access some areas listed in Section 1.4, Location of Services, above. Specific installation standards should be coordinated in advance with the respective Anti-terrorism/security officer.

m) Unit Prices: The unit prices per test shall include all efforts needed to produce the lab test report (including review). The BPA Holder’s pricing shall include with each test item all costs associated with performing the tests including all vehicle costs, incidental lab equipment (such as slump cones, density meters, etc.)

and any sampling required to perform a test (i.e. ASTM C172 for ASTM C31, ASTM D75, ASTM D140, ASTM D979, ASTM D5361, etc.). Incidental testing required by a test method such as ASTM C143 (Slump), ASTM C173/C231 (Air Content) and ASTM 1064 (Temperature) to perform ASTM C31 (Making and Curing Concrete Test Specimens in the Field) shall be included in the BPA Holder’s pricing to perform the test. Unless stated otherwise, optional tests called for in a test will NOT be required. The BPA Holder’s pricing shall include all direct costs as well as indirect costs such as overhead, profit, bond, and workers compensation insurance. It should be noted that stand-by time will be paid only when specifically directed by the Government to compensate unanticipated delays that are outside the control of the BPA Holder. Therefore it should also be noted that unit-cost of each test item shall not include any travel or stand-by time; these items are accounted for separately.

n) Submission of Reports: Test Reports shall be provided as noted herein as arranged by the authorized caller and one PDF copy shall be sent to the COR.

o) Sub-Contracting: is acceptable provided that the following requirements are met:

a. The sub-contracted sampling/testing must be performed by a laboratory meeting the same requirements of the BPA Holder as stated earlier,

b. Sampling and testing is performed consistent with the requirements of this agreement,

c. Use of a subcontractor be approved by the Contracting Officer in writing prior to use; and

4) that the BPA Holder performs at least 51% of total dollar amount of the sampling/testing work requested per invoice or otherwise approved by the Ordering Officer. Invoices shall include an accounting of test performed by a subcontractor and shall show the total percentage of the work performed in the invoice that was performed by a subcontractor. Invoices including subcontracted services shall not exceed this limitation per invoice. Proof that validation is active must be provided to the Government, in order to determine acceptable use of the recommended subcontractor.

d. Sub-contracting and related costs are the responsibility of the laboratory (BPA Holder) under this agreement.

1.6. FIRM-FIXED PRICE:

Orders placed under this BPA will be Firm-Fixed Price (FFP). Price Schedules shall include all costs associated with performance of the required service, to include all labor, materials, travel, per diem, and any other direct, indirect or incidental costs necessary for performance of the ordered services. Unless the call is modified in writing (e.g. there is a change in the scope of services ordered), the obligated amount will not be adjusted. The cost breakdown furnished with the price quotation is for information purposes only, so that the Government may verify that the lump sum price being quoted conforms with the agreed to rate established on the BPA.

1.7. SECURITY REQUIREMENTS:

Contractor personnel performing work under this contract may have to attend meetings and/or acquire badges to access a project location. Specifics for these arrangements will be coordinated with the ordering office’s personnel. The Contractor may submit for payment as standby time for attending meetings (i.e. site specific safety meetings, meeting to discuss results, meeting to discuss results that differ from the Quality Control Contractor’s lab) if and when required as shown in the Price Schedule. Time shall be submitted per hour in increments of per 0.25HRS.

1.8. POST AWARD CONFERENCE/PERIODIC PROGRESS MEETINGS:

The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart 42.5. The contracting officer, COR, and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the contracting officer will apprise the contractor of how the government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government and shall be held annually if required.

1.9. CONTRACTING OFFICER REPRESENTATIVE (COR):

The COR will be identified by separate letter. The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract; perform inspections necessary in connection with contract performance; maintain written and oral communications with the Contractor concerning technical aspects of the contract; issue written interpretations of technical requirements, including Government drawings, designs, specifications; monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of any resulting orders.

1.10. AUTHORITIES/TECHINCAL DIRECTION:

The Contractor shall take no direction from any Government employee or any other person other than the Government Contracting Officer that changes the terms and conditions of this contract action, the scope, or any change that impacts the cost, price or schedule. Changes authorized by the Contracting Officer will be in the form of a written, official, signed modification to the contract action received by the Contractor before the Contractor will act upon those changes. The Contractor will comply with the Changes clause of this contract when the contractor believes direction has been given from persons other than the Government Contracting Officer that equate to a change by notifying the Contractor Officer as directed by the clause. Any direction given by any Government employee or any other person outside their authority must be reported to the Contracting Officer. If appointed, Contracting Officer Representatives (CORs) are limited to the authorities stated in the COR appointment letters. If a COR is appointed under this contract, they will be appointed by written letter from the Contracting Officer to the Contractor and COR specific to this contract only. COR appointment letters from previous contracts are not valid for this contract.

1.11. IDENTIFICATION OF CONTRACT EMPLOYEES:

All contractor personnel attending meetings and working in situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression in the minds of members of the public that they are Government officials. They must also ensure that all documents or reports produced by contractors are suitably marked as contractor products or that contractor participation is appropriately disclosed. Contractor personnel will only be required to obtain and wear a badge when this is required for site access. Coordination for badging and access will be made with the requesting office’s personnel.

1.12. TRAVEL TIME

Travel time will be paid at a Firm-Fixed-Price basis per BPA order. Travel Time shall not exceed four hours per order.

1.13. STANDBY/OTHER TIME

Standby/Other time will be paid for per hour specifically directed stand-by time or specifically direct field testing and other field activities such as attending field meetings. Unit-cost of each test item shall NOT include any travel time, non-directed stand-by time or time performing testing/sampling required. Time shall be submitted per hour in increments of per 0.25HRS.

1.14. OTHER COSTS

There will be no other costs paid for under this BPA’s resulting Orders, except those which are noted herein and/or shown on the Price Schedule.

Performance Requirements Summary (PRS)

The contractor requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success. These requirements apply to any orders that may be issued.

Performance Objective

Standard Performance

Threshold

Method of Surveillance

PRS # 1 (PWS 1.5a) Contractor shall provide QA services compliant with ASTM standards.

The contractor shall maintain AASHTO Certification.

100% Prior to Issuance of Orders

PRS # 2 (PWS 1.5b) Contractor shall provide QA services compliant with the USACE Materials Testing Center (MTC).

The contractor shall maintain validation with USACE MTC.

100% Random, Periodic, Prior to Issuance of Orders

PRS # 3 (PWS 1.5c) Contractor shall provide timely QA services

The contractor shall maintain locations within two hours of the project location.

100% Prior to Issuance of Orders

PRS # 4 (PWS 1.5d) Contractor shall avoid conflicts of interest with the QC contractors.

Contractor shall inform COR if a conflict occurs.

100% Random, Periodic, Prior to Issuance of Orders

PRS # 5 (PWS 1.5e) Contractor shall conduct services in a safe manner.

Contractor shall follow the requirements of EM 385-1-1.

100% Random, Periodic

PRICE SCHEDULE

Line Item No.

Test Procedure Unit Unit Price

Est Qty

Sub-Total

Northern California Region

SOIL TESTING/AGGREGATE TESTING

1 ASTM C 40 - Test Method for Organic Impurities in Fine Aggregates for Concrete

Each 10 $

2 ASTM C 88 - Sodium Sulfate Soundness, Coarse Aggregate Each 10 $

3 ASTM C 88 - Sodium Sulfate Soundness, Fine Aggregate Each 10 $

4 ASTM C 88 - Magnesium Sulfate Soundness, Coarse Aggregate Each 5 $

5 ASTM C 88 - Magnesium Sulfate Soundness, Fine Aggregate Each 5 $

6 ASTM C 123 - Lightweight Particles in Coarse Aggregate Each 5 $

7 ASTM C 123 - Lightweight Particles in Fine Aggregate Each 5 $

8 ASTM C 117 -Test Method for Material Finer than 75 µm (No.

200) Sieve in Mineral Aggregates by Washing

Each 145 $

9 ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

Each 20 $

10 ASTM C 128 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate

Each 15 $

11 ASTM C 131 - Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

Each 35 $

12 ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates: Fine Aggregates

Each 35 $

13 ASTM C 136 -Test Method for Sieve Analysis of Fine and Coarse Aggregates: Coarse aggregate (1-1/2" to #200 Sieve)

Each 45 $

14 ASTM C 136 - Test Method for Sieve Analysis of Fine and Coarse Aggregates (3" to No. 200 sieve)

Each 40 $

15 ASTM C 142 - Clay Lumps & Friable Particles, Coarse Aggregate

Each 5 $

16 ASTM C 142 - Clay Lumps & Friable Particles, Fine Aggregate Each 5 $

17 ASTM C 566 - Total Moisture Content in Coarse Aggregate Each 30 $

18 ASTM C 566 - Total Moisture Content in Fine Aggregate Each 30 $

19 ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (10-14 Sieves)

Each 20 $

20 ASTM D422 - Test Method of Particle-Size Analysis of Soils (Sieve and Hydrometer Analysis (6-9 Sieves)

Each 20 $

21 ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method A

Each 10 $

22 ASTM D 558 - Test Method for Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures: Method B

Each 10 $

23 ASTM D 559 - Test Method for Wetting and Drying Compacted Soil-Cement Mixtures: Method A

Each 10 $

24 ASTM D 559 - Test Method for Wetting and Drying Compacted Soil-Cement Mixtures: Method B

Each 10 $

25 ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method A and B - 4" Diameter Mold

Each 90 $

26 ASTM D 698 - Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (Moisture-Density, 5 Point Curve): Method C - 6" Diameter Mold

Each 30 $

27 ASTM D 1140 - Test Methods for Amount of Material in Soils Finer than No. 200 (75-μm) Sieve

Each 20 $

28 ASTM C 1260 - Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

Each 155 $

29 ASTM D 1556 - Test Methods for Density and Unit Weight of Soil in Place by Sand-Cone Method

Each 10 $

30 ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method A and B - 4" Diameter Mold)

Each 310 $

31 ASTM D 1557 - Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (Method C - 6" Diameter Mold)

Each 30 $

32 ASTM D 1632 - Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory:

Method A

Each 100 $

33 ASTM D 1632 - Practice for Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory:

Method B

Each 30 $

34 ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive Soil

Each 30 $

35 ASTM D 2167 - Density and Unit Weight by Rubber Balloon Each 255 $

36 ASTM D 2216 - Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass (Jar or Bag)

Each 40 $

37 ASTM D 2434 - Permeability by Constant Head Each 765 $

38 ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

Each 55 $

39 ASTM D 2488 - Practice for Description and Identification of Soils (Visual-Manual Procedure)

Each 260 $

40 "ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2- 1906 Appendix X - Triaxial Compression Test: Q Test (Undisturbed, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)

Each 515 $

41 "ASTM D 2850 - Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils (Shear) EM 1110-2- 1906 Appendix X - Triaxial Compression Test: Q Test (Compacted, Unconsolidated, Undrained): 3 Specimens (2.8" Diameter)

Each 15 $

42 ASTM D 2937 - Test Method for Density of Soil in Place by the Drive-Cylinder Method EM 1110-2-1906 - Appendix II - Unit weights, Void Ratio, Porosity, and Degree of Saturation, Undisturbed Sample (Direct Measurement)

Each 15 $

43 ASTM D 2937 - Test Method for Density of Soil in Place by the Drive-Cylinder Method EM 1110-2-1906 - Appendix II - Unit weights, Void Ratio, Porosity, and Degree of Saturation, Undisturbed Sample (Displacement Method)

Each 30 $

44 ASTM D 2974 - Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic SoiIs

Each 15 $

45 ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens:

Undisturbed (2.8" or 24" Diameter)

Each 15 $

46 ASTM D 3080 - Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions EM 1110-2-1906 Appendix IX Drained Direct Shear Test, Controlled Strain - 3 Specimens:

Compacted (2.8" or 24" Diameter)

Each 15 $

47 ASTM D 4253 - Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table

Each 15 $

48 ASTM D 4254 - Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density

Each 15 $

49 ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - One-Point Liquid and Plastic Limit Test Method (Washed through No. 40 sieve)

Each 15 $

50 ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Four-Point Method (Washed through No. 40 sieve)

Each 45 $

51 ASTM D 4318 - Test Methods for Liquid and Plastic Limits (Atterberg, includes All Soil Classification) EM 1110-2-1906 Appendix IIIA - Liquid and Plastic Limit, Three-Point Method (Washed through No. 40 sieve)

Each 190 $

52 ASTM D 4992 - Evaluation of Rock to be Used for Erosion Control

Each 160 $

53 ASTM D4643 - Standard Test Method for Determination of Water Content of Soil and Rock by Microwave Oven Heating

Each 385 $

54 ASTM D 4647 - Test" Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test:

Pinhole Dispersion

Each 10 $

55 ASTM D 4647 - Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test:

Pinhole Dispersion, Cut from 6" Molds

Each 10 $

56 ASTM D 4647 - Test Methods for Identification and Classification of Dispersive Clay Soils by the Pinhole Test: SCS Dispersion

Each 10 $

57 ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 1-point

Each 10 $

58 ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils EM 1110-2-1906 Appendix X - Triaxial Compression Test: R Bar (Undisturbed, Consolidated, Undrained - Saturation by Backpressure, Pore Pressures Measured during Shear): 3-point

Each 10 $

59 ASTM D 4767 - Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils (R), 6" Diameter or Larger

Each 10 $

60 ASTM D 4791 - Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate Each sieve size - Coarse Aggregate

Each 10 $

61 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter

Each 40 $

62 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter

Each 40 $

63 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter

Each 40 $

64 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter

Each 40 $

65 ASTM D 5821 Percentage of Fractured Particles in Coarse Aggregate

Each 10 $

66 ASTM D 6913 - Test Methods for Particle Size Distribution (Gradation) of Soils Using Sieve Analysis

Each 80 $

67 ASTM D 6938 - Test Methods for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth)

Each 885 $

68 ASTM D 7928 - Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis

Each 85 $

69 ASTM G 51 - Test Method for Measuring pH of Soil for Use in Corrosion Testing

Each 15 $

70 AASHTO T 267 - Method of Test for Determination of Organic Content in Soils

Each 15 $

71 AASHTO T 289 - Method of Test for Dete1mining pH of Soil for Use in Corrosion Testing

Each 15 $

72 AASHTO T 290 - Method of Test for Determining Water-Soluble Sulfate Ion Content in Soil

Each 15 $

73 AASHTO T 291 - Method of Test for Determining Water-Soluble Chloride Ion Content in Soil

Each 15 $

74 CRD-C 171 - Percentage of Crushed Particles in Aggregates Each 10 $

75 CTM 417 - Method of Testing Soils and Waters for Sulfate Content

Each 15 $

76 CTM 422 - Method of Testing Soils and Waters for Chloride Content

Each 15 $

77 CTM 643 - Method for Dete1mining Field and Laboratory Resistivity and pH Measurements for Soil and Water

Each 15 $

78 EPA Method 160.1 -TOTAL DISSOLVED SOLIDS (TDS) Gravimetric, Dried at 180⁰ C

Each 10 $

79 EM 1110-2-1906 Appendix VIIIA - Consolidation Test: Swell and Swell Pressure Tests

Each 15 $

80 ASTM D 6698 - Test Method for On-Line Measurement of Turbidity Below 5 NTU in Water

Each 10 $

81 ASTM D 6855 - Test Method for Determination of Turbidity Below 5 NTU in Static Mode

Each 10 $

CUTOFF WALL TESTING

82 ASTM C 490 - Standard Practice for Use of Apparatus for the Determination of Length Change of Hardened Cement Paste, Mortar, and Concrete

Each 320 $

83 ASTM D 2166 - Test Method for Unconfined Compressive Strength of Cohesive Soil

Each 255 $

84 API RP 13B-1 - Bentonite Slurry Density Each 385 $

85 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter

Each 20 $

86 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter

Each 20 $

87 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter

Each 20 $

88 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter

Each 20 $

89 ASTM D 6910 - Test Method for Marsh Funnel Viscosity of Clay Construction Slurries

Each 385 $

90 API RP 13B-l - Water Loss by Filter Press Each 195 $

91 API RP 13B-l - pH Each 320 $

92 API RP 13B-l - Slurry Viscosity Each 255 $

RIPRAP TESTING

93 ASTM C 88 - Test Method for Soundness of Aggregates by Use of Sodium Sulfate (at least 5 cycles and 5 different sizes)

Each 5 $

94 ASTM C 88 - Test Method for Soundness of Aggregates by Use of Magnesium Sulfate (at least 5 cycles and 5 different sizes)

Each 2 $

95 ASTM C 127 - Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

Each 15 $

96 ASTM C 295 - Guide for Petrographic Examination of Large-Size Coarse Aggregates *Sequence Testing additional cost

Each 5 $

97 ASTM C 535 - Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

98 ASTM D 5519 - Standard Test Method for Particle Size Analysis of Natural and Man-Made Riprap Materials

Each 10 $

99 CRD-C 169 - Standard Test Method for Resistance of Rocks to Wetting and Drying

Each 10 $

100 Gradation Test of Stone Protection per UFGS Sec 35 31 19 (per 10,000 lbs sample at source)

Each 5 $

CONCRETE TESTING

101 ASTM C 31 - Practice for Making and Curing Test Specimens (Set of two 6"x12" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)

Each 130 $

102 ASTM C 31 - Practice for Making and Curing Test Specimens (Set of three 4"x8" Cylinders) in the Field. (Also Includes Slump, Air and Temperature Tests.)

Each 120 $

103 ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of two 6"x12" Specimens)

Each 130 $

104 ASTM C 39 - Test Method for Compressive Strength of Cylindrical Concrete Specimens: (Per set of three 4"x8" Specimen)

Each 120 $

105 ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete ( 4" Diameter Core Specimens)

Each 40 $

106 ASTM C 42 - Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete: Compressive Strength (6" Diameter Core Specimens)

Each 50 $

107 ASTM C 78 - Flexural Strength by Third Point Loading Each 20 $

108 ASTM C 109 - Compressive Strength of Cement Mortars Using Cube Specimens

Each 70 $

109 ASTM C 138 - Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

Each 30 $

110 ASTM C 143 -Test Method for Slump of Hydraulic-Cement Concrete (when not ordered as a part of ASTM C31)

Each 100 $

111 ASTM C 157 - Length Change of Concrete and Mortars Each 10 $

112 ASTM C 173 - Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method (when not ordered as a part of ASTM C31)

Each 30 $

113 ASTM C 174 - Concrete Thickness by Drilled Cores Each 30 $

114 ASTM C 191 - Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle

Each 10 $

115 ASTM C 231 - Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method (when not ordered as a part of

ASTM C31)

Each 50 $

116 ASTM C 232 - Test Method for Bleeding of Concrete Each 10 $

117 ASTM C 266 - Test Method for Time of Setting of Hydraulic- Cement Paste by Gillmore Needles

Each 10 $

118 ASTM C 293 - Flexural Strength by Center Point Loading Each 15 $

119 ASTM C 403 - Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance

Each 10 $

120 ASTM C 469 - Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression

Each 10 $

121 ASTM C 512 - Test Method for Creep of Concrete in Compression

Each 5 $

122 ASTM C 567 - Test Method for Determining Density of Structural Lightweight Concrete

Each 15 $

123 ASTM C 597 - Standard Test Method for Pulse Velocity Through Concrete

Each 1 $

124 ASTM C 856 - Petrographic Examination of Hardened Concrete Each 5 $

125 ASTM C 1019 - Sampling and Testing Grout Each 55 $

126 ASTM C 1064 - Temperature of Concrete (when not ordered as a part of ASTM C31)

Each 255 $

127 ASTM C 1138 - Test Method for Abrasion Resistance of Concrete (Underwater Method)

Each 15 $

128 ASTM C 1152 - Test Method for Acid-Soluble Chloride in Mortar and Concrete

Each 10 $

129 ASTM C 1218 - Water-Soluble Chloride in Concrete Each 10 $

130 ASTM C 1567 - Test Method for Determining the Potential Alkali- Silica Reactivity of Combinations of Cementitious Materials and Aggregates (Accelerated Mortar-Bar Method)

Each 5 $

131 ASTM C1611 - Test Method for Slump Flow of Self- Consolidating Concrete

Each 80 $

132 ASTM C 1688 - Test Method for Density and Void Content of Freshly Mixed Pervious Concrete

Each 10 $

133 ASTM C 1741 - Test Method for Bleed Stability of Cementitious Post-Tensioning Tendon Grout

Each 15 $

134 ASTM D 4832 - Test Method for Preparation and testing of Controlled Low Strength Material (CLSM) Test Cylinders

Each 155 $

135 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 3" Diameter

Each 40 $

136 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Undisturbed) 6" Diameter

Each 40 $

137 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 3" Diameter

Each 40 $

138 ASTM D 5084 - Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter (Permeability) EM 1110-2-1906 -Appendix II - Unit

Each 40 $

Weights, Void Ratio, Porosity, and Degree of Saturation, Triaxial Compression Chamber (using Backpressure Saturation) - (Remolded) 6" Diameter

139 ASTM E 114 - Standard Practice for Ultrasonic Pulse-Echo Straight-Beam Contact Testing

Each 1 $

TESTS FOR ASPHALT AND ASPHALT MIXTURE TESTING

140 ASTM D1074 - Compressive Strength Each 10 $

141 ASTM D2041 - Theoretical Maximum Specific Gravity of Bituminous Paving Mixtures (per hot mix bulk sample)

Each 30 $

142 ASTM D5581 - 07a(2013) Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 inch-Diameter Specimen) (per set of 3 specimens)

Each 30 $

143 ASTM D2726 - Bulk Specific Gravity and Density of compacted Bituminous Mixtures (2 specimens at mat, 1 specimen at joint)

Each 30 $

144 ASTM D2172 - Quantitative Extraction of Bitumen from Bituminous Paving Mixtures (per hot mix bulk sample)

Each 30 $

145 ASTM D2950 - Density of Bituminous Concrete in Place by Nuclear Methods

Each 30 $

146 ASTM D 3203 - Percent Air Voids Each 10 $

147 ASTM D 4125 - Asphalt Content by Nuclear Method Each 10 $

148 ASTM D 6307 - Asphalt Content of Hot-Mix Asphalt by Ignition Method

Each 10 $

149 ASTM D6927 - Marshall Stability and Flow of Bituminous Mixtures

Each 10 $

150 ASTM C42 - Obtaining and Testing Drilled Cores Each 50 $

MASONRY FIELD TESTING

151 ASTM C109 - Compressive Strength of Cement Mortars Using Cube Specimens

Each 95 $

152 ASTM C140 - Sampling and Testing Concrete Masonry and Related Units

Each 10 $

153 ASTM C151 - Autoclave Expansion…