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Sample Record for 2023-05-16-67

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

Project Information

Project ID: 994844 DEA: 023J7904 EFIS: 0222000084 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-0/R5.7
Work Description: Pavement Preservation (State Funded) Many Buckhorns Mill & Fill
Location Description:
Contractor Name: J.F. SHEA CONSTRUCTION, INC
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Nathan Alexander Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-16-67
TL Number from the TL Form: TL 079231
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: 05/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2023
The quantity of what the sample constitutes: 5 of 5 cans
A brief description of the sample: PG 64-16 RHMA
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F SHEA

Material Information

Asphalt modifier supplier: J.F SHEA
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: 2023-05-16-67-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/12/2023
Date Tested: 06/12/2023
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:
Determination Unworked Penetration
Unworked Penetration 30 0.1 mm

Test 2 of 3

DIME Test ID: 2023-05-16-67-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/12/2023
Date Tested: 06/12/2023
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: does not comply
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 78 C
Softening Point Sample 2 78 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2023-05-16-67-3
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: 06/12/2023
Date Tested: 06/12/2023
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) 2 mm
Final Dial reading (F1) 65 mm
Ball Penetration (P2) 1 mm
Final Dial reading (F2) 61 mm
Ball Penetration (P3) 2 mm
Final Dial reading (F3) 63 mm
Resilience 1 37 %
Resilience 2 40 %
Resilience 3 39 %
Average Resilience 39 %
Minutes Reaction no data