Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001112 DEA: 021K0604 EFIS: 0224000047
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-R75.1/78.4
Work Description: PLACE ASPHALT RUBBER CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY ABOUT 6 MILES WEST OF MINERAL FROM LITTLE GIANT MILL ROAD TO 0.8 MILE WEST OF DIAMOND ROAD
Contractor Name: AMERICAN PAVEMENT SYSTEMS, INC.
Contractor Address: Unknown
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2025-03-12-19
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: Verification
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 03/12/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2025
The quantity of what the sample constitutes: 5 quart cans
A brief description of the sample: Asphalt Rubber Binder, PG 64-16 CR
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: American Pavement Systems
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2025-03-12-19-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/10/2025
Date Tested: 06/03/2025
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Softening Point
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
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66 C
|
|
Softening Point Sample 2
|
66 C
|
|
Bath Liquid
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freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2025-03-12-19-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/10/2025
Date Tested: 06/03/2025
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Cone Penetration
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
34 0.1 mm
|
DIME Test ID: 2025-03-12-19-3
Test Method: ASTM D5329-20: 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: 06/10/2025
Date Tested: 06/03/2025
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Resilience
Test Result Compliance: complies
Additional Comments When Verified:
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Temperature
|
25 C
|
|
Ball Penetration (P1)
|
5 mm
|
|
Final Dial reading (F1)
|
60 mm
|
|
Ball Penetration (P2)
|
6 mm
|
|
Final Dial reading (F2)
|
59 mm
|
|
Ball Penetration (P3)
|
5 mm
|
|
Final Dial reading (F3)
|
62 mm
|
|
Resilience 1
|
45 %
|
|
Resilience 2
|
47 %
|
|
Resilience 3
|
43 %
|
|
Average Resilience
|
45 %
|
|
Minutes Reaction
|
no data
|
