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Sample Record for 2020-10-05-26

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Project Information

Project ID: 214422 DEA: 040J6424 EFIS: 0414000476 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-32.8/R54.2
Work Description: CRACK, SEAT AND OVERLAY WITH RHMA AND HMA, AND REPLACE CULVERTS.
Location Description: SONOMA COUNTY AT VARIOUS LOCATIONS FROM LIMERICK LANE OVERCROSSING TO ROUTE 101/128 SEPARATION
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 FOURTH STREET, BERKELY, CA 94710
Resident Engineer: Syd Valeh Structure Rep.: Jonathan Chi

Sample Information

DIME Sample ID: 2020-10-05-26
TL Number from the TL Form: 044006
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/05/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2020
The quantity of what the sample constitutes: 2 Can
A brief description of the sample: Asphalt Binder 1 Can, #1 Test, #2(043928)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:

Test Results

Test 1 of 4

DIME Test ID: 2020-10-05-26-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/20/2020
Date Tested: 11/20/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Determination Worked Penetration
Worked Penetration 25 0.1 mm

Test 2 of 4

DIME Test ID: 2020-10-05-26-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 11/23/2020.
Reason: retested

Test 3 of 4

DIME Test ID: 2020-10-05-26-3
Test Method: ASTM D5329-16: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Verified Date: 11/23/2020
Date Tested: 11/23/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Ball Penetration (P1) no data0 mm
Final Dial reading (F1) 70 mm
Ball Penetration (P2) no data0 mm
Final Dial reading (F2) 76 mm
Ball Penetration (P3) no data0 mm
Final Dial reading (F3) 70 mm
Resilience 1 30 %
Resilience 2 24 %
Resilience 3 30 %
Average Resilience 28 %
Minutes Reaction no data

Test 4 of 4

DIME Test ID: 2020-10-05-26-4
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/23/2020
Date Tested: 11/20/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: does not comply
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 78 C
Softening Point Sample 2 78 C
Bath Liquid USP glycerin
Minutes Reaction no data