Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002024 DEA: 044AC704 EFIS: 0420000148
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-8/15.3
Work Description: PAVEMENT - Repaving from Nellen to Miller Creek
Location Description:
Contractor Name: Ghilotti Brothers Incorporated
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Habteselassie Dawit Structure Rep.: Mohammad S. Alam
DIME Sample ID: 2026-07-02-23
TL Number from the TL Form: 2026070203
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: 07/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2026
The quantity of what the sample constitutes: 4, 1 quart cans of Binder
A brief description of the sample: 4 cans of Rubberized Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dutra Richmond
Asphalt modifier supplier: Albina Chowchilla
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2026-07-02-23-2
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/08/2026
Date Tested: 07/08/2026
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
|
32 0.1 mm
|
DIME Test ID: 2026-07-02-23-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/08/2026
Date Tested: 07/08/2026
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
|
64 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2026-07-02-23-4
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: 07/08/2026
Date Tested: 07/08/2026
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)
|
2 mm
|
|
Final Dial reading (F1)
|
58 mm
|
|
Ball Penetration (P2)
|
4 mm
|
|
Final Dial reading (F2)
|
63 mm
|
|
Ball Penetration (P3)
|
1 mm
|
|
Final Dial reading (F3)
|
59 mm
|
|
Resilience 1
|
44 %
|
|
Resilience 2
|
41 %
|
|
Resilience 3
|
42 %
|
|
Average Resilience
|
42 %
|
|
Minutes Reaction
|
no data
|
