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Sample Record for 2022-05-12-39

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

Project Information

Project ID: 993343 DEA: 022J3604 EFIS: 0221000070 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-67.5/R75.1
Work Description: ASPHALT-RUBBER BINDER, SEAL COAT & REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY NEAR MINERAL FROM 0.2 MILE EAST OF LATKA ROAD TO 0.1 MILE EAST OF LITTLE GIANT MILL ROAD
Contractor Name: VSS International
Contractor Address: 3785 Channel Drive, West Sacramento, CA 95691
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-12-39
TL Number from the TL Form:
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: 05/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2022
The quantity of what the sample constitutes: 1 of 1
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: VSS Emultech

Material Information

Asphalt modifier supplier:
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: 2022-05-12-39-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 05/17/2022
Date Tested: 05/17/2022
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 38 0.1 mm

Test 2 of 3

DIME Test ID: 2022-05-12-39-2
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: 05/17/2022
Date Tested: 05/17/2022
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) 66 mm
Ball Penetration (P1) 3 mm
Final Dial reading (F2) 69 mm
Ball Penetration (P2) 3 mm
Final Dial reading (F3) 67 mm
Ball Penetration (P3) 4 mm
Resilience 1 37 %
Resilience 2 34 %
Resilience 3 37 %
Average Resilience 36 %
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2022-05-12-39-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 05/17/2022
Date Tested: 05/17/2022
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 66 C
Softening Point Sample 2 66 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data