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Sample Record for 2023-09-14-29

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

Project Information

Project ID: 994247 DEA: 051H8604 EFIS: 0517000002 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-46.2/R52.3
Work Description: COLD PLANE AC PVMT, PLACE HMA, RHMA-G, HMA-0, REPLACE MEDIAN BARRIER.
Location Description: SANTA BARBARA COUNTY NEAR GAVIOTA FROM 0.1 MILE NORTH OF GAVIOTA BEACH STATE PARK TO OLD COAST HIGHWAY
Contractor Name: CALPORTLAND COMPANY
Contractor Address: 1625 E DONOVAN RD, SANTA MARIA, CA 93456
Resident Engineer: Jason Torres Structure Rep.: Sal Heredia

Sample Information

DIME Sample ID: 2023-09-14-29
TL Number from the TL Form: 230914A
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: 09/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2023
The quantity of what the sample constitutes: 1 can of 5
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2023-09-14-29-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/25/2023
Date Tested: 09/25/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 26 0.1 mm

Test 2 of 3

DIME Test ID: 2023-09-14-29-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/25/2023
Date Tested: 09/25/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 74 C
Softening Point Sample 2 74 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2023-09-14-29-3
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: 09/25/2023
Date Tested: 09/25/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 62 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 65 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 61 mm
Ball Penetration (P3) 0 mm
Resilience 1 38 %
Resilience 2 35 %
Resilience 3 39 %
Average Resilience 37 %
Minutes Reaction no data