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Sample Record for 2021-08-18-27

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215588 DEA: 101J1004 EFIS: 1018000142 QA Service Level: 1
DIST-CO-RTE-PM: 10-AMA-104-0.0/10.1
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE PAVEMENT WITH HMA.
Location Description: AMADOR COUNTY IN AND NEAR IONE AT VARIOUS LOCATIONS FROM SACRAMENTO COUNTY LINE TO ROUTE 49
Contractor Name: George Reed Inc.
Contractor Address: 140 Empire Ave, Modesto, CA 95354
Resident Engineer: Pawan Garg Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-18-27
TL Number from the TL Form: 035035
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2021
The quantity of what the sample constitutes: 1 CAN, TEST #5, #9
A brief description of the sample: NO TEST CANS 8/9-8/11, 8/15-8/17
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARATHON ELK GROVE

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2021-08-18-27-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/27/2021
Date Tested: 08/26/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 26 0.1 mm

Test 2 of 3

DIME Test ID: 2021-08-18-27-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/27/2021
Date Tested: 08/26/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 70 C
Softening Point Sample 2 70 C
Bath Liquid USP glycerin
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2021-08-18-27-3
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: 08/27/2021
Date Tested: 08/25/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 82 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 84 mm
Ball Penetration (P2) 2 mm
Final Dial reading (F3) 84 mm
Ball Penetration (P3) 1 mm
Resilience 1 19 %
Resilience 2 18 %
Resilience 3 17 %
Average Resilience 18 %
Minutes Reaction no data