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Sample Record for 2021-06-23-38

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

Project Information

Project ID: 215253 DEA: 021J4804 EFIS: 0220000083 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA,TRI-36-8.0/11.912,27.1/R41.139
Work Description: ASPHALT RUBBER CHIP SEAL AND TRAFFIC STRIPE.
Location Description: SHASTA AND TRINITY COUNTIES AT AND NEAR PLATINA FROM 0.4 MILE EAST OF MIDDLE FORK COTTONWOOD CREEK BRIDGE TO BEEGUM CREEK BRIDGE AND FROM 1.3 MILES EAST OF BRAMLET ROAD TO SHASTA COUNTY LINE
Contractor Name: NORTHWEST PAVING, INC
Contractor Address: 8115 SECLUDED VALLEY DRIVE;, REDDING CA 96001
Resident Engineer: Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-23-38
TL Number from the TL Form: 823535
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: 06/23/2021
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 1 CAN
A brief description of the sample: RUBBER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia

Material Information

Asphalt modifier supplier:
Performance Grade: PG 58-22
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2021-06-23-38-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/06/2021
Date Tested: 08/06/2021
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 33 0.1 mm

Test 2 of 3

DIME Test ID: 2021-06-23-38-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/06/2021
Date Tested: 08/06/2021
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 60 C
Softening Point Sample 2 60 C
Bath Liquid USP glycerin
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2021-06-23-38-3
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: 08/06/2021
Date Tested: 08/05/2021
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) 79 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 79 mm
Ball Penetration (P2) 1 mm
Final Dial reading (F3) 80 mm
Ball Penetration (P3) 0 mm
Resilience 1 21 %
Resilience 2 22 %
Resilience 3 20 %
Average Resilience 21 %
Minutes Reaction no data