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Sample Record for 2021-07-21-37

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Project Information

Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R3.8/R11.7
Work Description: WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description: SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Henry Benner Structure Rep.: Eric Chaffee

Sample Information

DIME Sample ID: 2021-07-21-37
TL Number from the TL Form: 858984
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: 07/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2021
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: JF Shea - Fawndale

Material Information

Asphalt modifier supplier: Valero
Performance Grade: PG 64-16
Lot number:
Sublot number:

Test Results

Test 1 of 3

DIME Test ID: 2021-07-21-37-1
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 26 0.1 mm

Test 2 of 3

DIME Test ID: 2021-07-21-37-2
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 73 C
Softening Point Sample 2 73 C
Bath Liquid USP glycerin

Test 3 of 3

DIME Test ID: 2021-07-21-37-3
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) 68 mm
Ball Penetration (P1) 2 mm
Final Dial reading (F2) 71 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 71 mm
Ball Penetration (P3) 2 mm
Resilience 1 34 %
Resilience 2 29 %
Resilience 3 31 %
Average Resilience 31 %

Tests Assigned to this Sample

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