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Sample Record for 2023-07-26-59

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

Project Information

Project ID: 994388 DEA: 023J8004 EFIS: 0222000085 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-11.0/R26.3,38.0/42.0
Work Description: PLACE AR CHIP SEAL WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TRINITY COUNTY NEAR HAYFORK FROM 0.7 MILE SOUTH OF WILDWOOD ROAD TO BROWNS CREEK BRIDGE NO. 05-0037 AND NEAR WEAVERVILLE FROM 0.1 MILE NORTH OF RUSH CREEK ROAD TO 0.5 MILE SOUTH OF TANNERY GULCH ROAD
Contractor Name: VSS INTERNATIONAL INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-26-59
TL Number from the TL Form: C 815639
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 07/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2023
The quantity of what the sample constitutes: 1 of 1 can
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 Emultech

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2023-07-26-59-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/10/2023
Date Tested: 08/09/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 45 0.1 mm

Test 2 of 3

DIME Test ID: 2023-07-26-59-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/10/2023
Date Tested: 08/09/2023
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:
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 70 C
Softening Point Sample 2 69 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2023-07-26-59-3
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: 08/10/2023
Date Tested: 08/09/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Ball Penetration (P1) 1 mm
Final Dial reading (F1) 64 mm
Ball Penetration (P2) 4 mm
Final Dial reading (F2) 66 mm
Ball Penetration (P3) no data0 mm
Final Dial reading (F3) 63 mm
Resilience 1 37 %
Resilience 2 38 %
Resilience 3 37 %
Average Resilience 37 %
Minutes Reaction no data