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Sample Record for 2021-09-02-15

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

Project Information

Project ID: 215615 DEA: 101L2304 EFIS: 1020000163 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-4-5.4/13.4
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location Description: SAN JOAQUIN COUNTY NEAR STOCKTON FROM 1 MILE EAST OF MIDDLE RIVER BRIDGE TO 0.1 MILE WEST OF JOHN TURK ROAD
Contractor Name: GEORGE REED , INC.
Contractor Address: P.O. BOX 4760, MODESTO, CA 95352
Resident Engineer: Troy Scheiber Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-02-15
TL Number from the TL Form: C035017
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: 09/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Rubber Plant

Material Information

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

Test Results

Test 1 of 5

DIME Test ID: 2021-09-02-15-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/16/2021
Date Tested: 09/15/2021
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 5

DIME Test ID: 2021-09-02-15-2
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: 09/15/2021
Date Tested: 09/14/2021
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) 78 mm
Ball Penetration (P1) 2 mm
Final Dial reading (F2) 80 mm
Ball Penetration (P2) 3 mm
Final Dial reading (F3) 80 mm
Ball Penetration (P3) 3 mm
Resilience 1 24 %
Resilience 2 23 %
Resilience 3 23 %
Average Resilience 23 %

Test 3 of 5

DIME Test ID: 2021-09-02-15-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/16/2021
Date Tested: 09/15/2021
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 4 of 5

DIME Test ID: 2021-09-02-15-4
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: 09/16/2021
Date Tested: 09/14/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) no data
Ball Penetration (P1) no data
Final Dial reading (F2) no data
Ball Penetration (P2) no data
Final Dial reading (F3) no data
Ball Penetration (P3) no data
Resilience 1 no data
Resilience 2 no data
Resilience 3 no data
Average Resilience no data

Test 5 of 5

DIME Test ID: 2021-09-02-15-5
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/16/2021
Date Tested: 09/15/2021
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:
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 no data
Softening Point Sample 2 no data
Bath Liquid USP glycerin

Tests Assigned to this Sample

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