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Sample Record for 2021-07-29-12

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Project Information

Project ID: 215237 DEA: 101H4204 EFIS: 1018000166 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5-17.0/22.6
Work Description: RESURFACE WITH RUBBERIZED HOT MIXED ASPHALT.
Location Description: MERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING
Contractor Name: Teichert Construction
Contractor Address: 5771 Toyota Avenue, Fresno, CA 93725
Resident Engineer: Ranbir Bhullar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-29-12
TL Number from the TL Form: 034125
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: 07/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/03/2021
The quantity of what the sample constitutes: 1 OF 2 CANS
A brief description of the sample: PG64-16
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: Marathon Elk Grove
Performance Grade: PG 64-16
Lot number:
Sublot number:

Test Results

Test 1 of 3

DIME Test ID: 2021-07-29-12-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/16/2021
Date Tested: 08/13/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 27 0.1 mm

Test 2 of 3

DIME Test ID: 2021-07-29-12-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/16/2021
Date Tested: 08/13/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 69 C
Softening Point Sample 2 69 C
Bath Liquid USP glycerin

Test 3 of 3

DIME Test ID: 2021-07-29-12-3
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: 08/16/2021
Date Tested: 08/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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) 80 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 78 mm
Ball Penetration (P2) 4 mm
Final Dial reading (F3) 78 mm
Ball Penetration (P3) 3 mm
Resilience 1 20 %
Resilience 2 26 %
Resilience 3 25 %
Average Resilience 24 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.