Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-99-0.0/12.5
Work Description: VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL.
Location Description: TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE
Contractor Name: DeSilva Gates
Contractor Address: 11555 Dublin Boulevard, Dublin, CA 94568
Resident Engineer: Edward Worden Structure Rep.: Unknown
DIME Sample ID: 2026-07-30-72
TL Number from the TL Form: 681709
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 07/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2026
The quantity of what the sample constitutes: 2 Quart Cans
A brief description of the sample: PG 64-16 Rubber Blend
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea - Fawndale
Asphalt modifier supplier: American Pavement Systems
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number: 25540
DIME Test ID: 2026-07-30-72-1
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/12/2026
Date Tested: 08/12/2026
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
|
41 0.1 mm
|
DIME Test ID: 2026-07-30-72-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/12/2026
Date Tested: 08/12/2026
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
|
63 C
|
|
Softening Point Sample 2
|
63 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2026-07-30-72-3
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: 08/12/2026
Date Tested: 08/12/2026
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 REBOUND
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
8 mm
|
|
Final Dial reading (F1)
|
66 mm
|
|
Ball Penetration (P2)
|
5 mm
|
|
Final Dial reading (F2)
|
64 mm
|
|
Ball Penetration (P3)
|
6 mm
|
|
Final Dial reading (F3)
|
65 mm
|
|
Resilience 1
|
42 %
|
|
Resilience 2
|
41 %
|
|
Resilience 3
|
41 %
|
|
Average Resilience
|
41 %
|
|
Minutes Reaction
|
no data
|
