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Sample Record for 2026-08-23-20

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

Project Information

Project ID: 1001442 DEA: 101C0504 EFIS: 1017000178 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ,STA-4-S19.4/38.1,0.0/7.2
Work Description: RHMA (GAP GRADED), HMA AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location Description: SAN JOAQUIN AND STANISLAUS COUNTIES IN AND NEAR STOCKTON FROM 1.3 MILES WEST OF WALKER LANE TO 0.5 MILE EAST OF DUNTON ROAD
Contractor Name: GEORGE REED, INC.
Contractor Address: 1200 SCENIC DRIVE, SUITE 200, MODESTO, CA 95350
Resident Engineer: Nomer Gutierrez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-23-20
TL Number from the TL Form: 039460
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: No Test
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2026
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: 1 quart of Rubberized Binder
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed- Table Mountain

Material Information

Asphalt modifier supplier: VSS West Sacramento
Performance Grade: PG 64-16
Lot number: 2
Sublot number:
Asphalt Rubber Binder Mix Number:

Test Results

Test

DIME Test ID: 2026-08-23-20-1
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/01/2026
Date Tested: 09/01/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: CONE PENETRATION
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 42 0.1 mm

Test

DIME Test ID: 2026-08-23-20-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/01/2026
Date Tested: 09/01/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: SOFTENING POINT
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 67 C
Softening Point Sample 2 67 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test

DIME Test ID: 2026-08-23-20-3
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: 09/01/2026
Date Tested: 09/01/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RESILIENSE REBOUND
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Ball Penetration (P1) 5 mm
Final Dial reading (F1) 66 mm
Ball Penetration (P2) 3 mm
Final Dial reading (F2) 65 mm
Ball Penetration (P3) 5 mm
Final Dial reading (F3) 67 mm
Resilience 1 39 %
Resilience 2 38 %
Resilience 3 38 %
Average Resilience 38 %
Minutes Reaction no data