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Sample Record for 2021-06-25-8

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

Project Information

Project ID: 215093 DEA: 101C2804 EFIS: 1014000134 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-99-30.9/31.3
Work Description: RAISED BRIDGES, REALIGN RAMPS AND CONSTRUCT AUXILIARY LANE.
Location Description: SAN JOAQUIN COUNTY IN LODI FROM 0.4 MILE SOUTH OF ROUTE 12/99 SEPARATION TO 0.3 MILE SOUTH OF TURNER ROAD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Troy Scheiber Structure Rep.: Ehab Wahed

Sample Information

DIME Sample ID: 2021-06-25-8
TL Number from the TL Form: c034926
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: 06/25/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2021
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: Rubberzied PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: na

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-06-25-8-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/09/2021
Date Tested: 07/08/2021
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 28 0.1 mm

Test 2 of 3

DIME Test ID: 2021-06-25-8-2
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: 07/09/2021
Date Tested: 07/08/2021
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) 76 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 75 mm
Ball Penetration (P2) 1 mm
Final Dial reading (F3) 78 mm
Ball Penetration (P3) 2 mm
Resilience 1 24 %
Resilience 2 26 %
Resilience 3 24 %
Average Resilience 25 %
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2021-06-25-8-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/08/2021
Date Tested: 07/08/2021
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 73 C
Softening Point Sample 2 73 C
Bath Liquid USP glycerin
Minutes Reaction no data