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Sample Record for 2021-08-18-49

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

Project Information

Project ID: 215651 DEA: 010K4604 EFIS: 0120000100 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-37.0/41.7
Work Description: REPLACE ASPHALT CONCRETE SURFACING, COLD PLANE AND PLACE RHMA.
Location Description: LAKE COUNTY FROM THE NORTH FORK CACHE CREEK BRIDGE TO 4.78 MILES WEST OF COLUSA COUNTY LINE
Contractor Name: All-American Construction, Inc.
Contractor Address: 2048 Paseo Road, Live Oak, CA 95953
Resident Engineer: Steve Tisell Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-18-49
TL Number from the TL Form: 934718
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: 08/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/02/2021
The quantity of what the sample constitutes: 4 cans
A brief description of the sample: rubber
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: all american

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 7
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-08-18-49-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/10/2021
Date Tested: 09/10/2021
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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 36 0.1 mm

Test 2 of 3

DIME Test ID: 2021-08-18-49-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/10/2021
Date Tested: 09/10/2021
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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 71 C
Softening Point Sample 2 71 C
Bath Liquid USP glycerin
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2021-08-18-49-3
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: 09/10/2021
Date Tested: 09/09/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 76 mm
Ball Penetration (P1) 4 mm
Final Dial reading (F2) 76 mm
Ball Penetration (P2) 3 mm
Final Dial reading (F3) 76 mm
Ball Penetration (P3) 3 mm
Resilience 1 28 %
Resilience 2 27 %
Resilience 3 27 %
Average Resilience 27 %
Minutes Reaction no data