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Sample Record for 2023-08-22-66

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

Project Information

Project ID: 994543 DEA: 023J7604 EFIS: 0222000081 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-273-12.8/14.6
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RUBBERIZED HMA-G.
Location Description: SHASTA COUNTY IN REDDING FROM 0.1 MILE NORTH OF CEDARS ROAD/S BONNYVIEW ROAD TO 0.1 MILE NORTH OF BUENAVENTURA BOULEVARD
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Edward Worden Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-22-66
TL Number from the TL Form: 825035
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: 08/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2023
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: 1/2 RHMA PG 64-10
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: WORTH STATE ASPHALT

Material Information

Asphalt modifier supplier: VALERO BANICIA, CA
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: 2023-08-22-66-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/18/2023
Date Tested: 10/17/2023
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 36 0.1 mm

Test 2 of 3

DIME Test ID: 2023-08-22-66-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/18/2023
Date Tested: 10/17/2023
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 72 C
Softening Point Sample 2 71 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2023-08-22-66-3
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: 10/18/2023
Date Tested: 10/17/2023
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) 65 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 67 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 69 mm
Ball Penetration (P3) 0 mm
Resilience 1 35 %
Resilience 2 33 %
Resilience 3 31 %
Average Resilience 33 %
Minutes Reaction no data