Print Report | Back to Sample Detail

Sample Record for 2022-09-26-53

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

Project Information

Project ID: 215777 DEA: 032H6304 EFIS: 0317000166 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-162-18.4/19.9
Work Description: PLACE RUBBERIZED HMA AND ROADWAY EXCAVATION.
Location Description: BUTTE COUNTY IN AND NEAR OROVILLE FROM FOOTHILL BOULEVARD TO GOLD COUNTRY CASINO ENTRANCE
Contractor Name: DeSilva Gates
Contractor Address: 11555 Dublin Boulevard, Dublin, CA 94568
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-26-53
TL Number from the TL Form: 803990
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: 09/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2022
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: PG64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia, CA

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-09-26-53-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/22/2022
Date Tested: 11/21/2022
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: 2022-09-26-53-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/22/2022
Date Tested: 11/21/2022
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: 2022-09-26-53-3
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: 11/22/2022
Date Tested: 11/21/2022
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) 53 mm
Ball Penetration (P1) 3 mm
Final Dial reading (F2) 56 mm
Ball Penetration (P2) 2 mm
Final Dial reading (F3) 60 mm
Ball Penetration (P3) 5 mm
Resilience 1 50 %
Resilience 2 46 %
Resilience 3 45 %
Average Resilience 47 %
Minutes Reaction no data