Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002490 DEA: 042X7404 EFIS: 0425000147
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL--unknown
Work Description: COLD PLANE, HMA(TYPE A), RHMA(OGFC) & HIGH
Location Description: In SANTA CLARA COUNTY NEAR LOS GATOS FROM SANTA CLARA COUNTY LINE TO 0.1 MILE NORTH OF HEBARD ROAD
Contractor Name: Craig Flowers (Granite Construction Company)
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Farsipour naghibi Structure Rep.: Unknown
DIME Sample ID: 2026-08-26-40
TL Number from the TL Form: SJ-082626-1
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: 08/26/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2026
The quantity of what the sample constitutes: 2, 1 QUART CANS
A brief description of the sample: 2 CANS OF RUBBER BINDER
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARTIN MURIETTA- SUNOL
Asphalt modifier supplier: Albina Chowchilla
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2026-08-26-40-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/04/2026
Date Tested: 09/04/2026
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
|
28 0.1 mm
|
DIME Test ID: 2026-08-26-40-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/04/2026
Date Tested: 09/04/2026
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
|
68 C
|
|
Softening Point Sample 2
|
68 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2026-08-26-40-3
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: 09/04/2026
Date Tested: 09/04/2026
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: RESILIENSE REBOUND
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
1 mm
|
|
Final Dial reading (F1)
|
56 mm
|
|
Ball Penetration (P2)
|
1 mm
|
|
Final Dial reading (F2)
|
55 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
55 mm
|
|
Resilience 1
|
45 %
|
|
Resilience 2
|
46 %
|
|
Resilience 3
|
45 %
|
|
Average Resilience
|
45 %
|
|
Minutes Reaction
|
no data
|
