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Sample Record for 2023-08-01-65

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

Project Information

Project ID: 995048 DEA: 061E5604 EFIS: 0622000066 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-198-21.2/22.7
Work Description: Cold plane existing asphalt pavement and place RHMA.
Location Description:
Contractor Name: CAL VALLEY CONSTRUCTION
Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722
Resident Engineer: Cary Cruz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-01-65
TL Number from the TL Form: C 027222
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2023
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 2
Sublot number: 4
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-08-01-65-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/21/2023
Date Tested: 08/18/2023
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: PEN
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 53 0.1 mm

Test 2 of 3

DIME Test ID: 2023-08-01-65-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/21/2023
Date Tested: 08/18/2023
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: Softening
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 60 C
Softening Point Sample 2 60 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2023-08-01-65-3
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: 08/21/2023
Date Tested: 08/18/2023
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: Resilience
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 75 mm
Ball Penetration (P1) 2 mm
Final Dial reading (F2) 80 mm
Ball Penetration (P2) 2 mm
Final Dial reading (F3) 80 mm
Ball Penetration (P3) 3 mm
Resilience 1 27 %
Resilience 2 22 %
Resilience 3 23 %
Average Resilience 24 %
Minutes Reaction no data