Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000744 DEA: 042Q7204 EFIS: 0419000042
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-61-14.8/19.8
Work Description: PAVEMENT PRESERVATION
Location Description: ALAMEDA COUNTY FROM DAVIS STREET IN SAN LEANDRO TO ENCINAL AVENUE IN ALAMEDA
Contractor Name: HIGHWAY SPECIALTY CO. INC.
Contractor Address: 4161 RIVERSIDE PLACE, ANDERSON CA 96007
Resident Engineer: Ernesto Onate Structure Rep.: betty geng
DIME Sample ID: 2026-09-15-59
TL Number from the TL Form: SJ-091526-1
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: 09/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/21/2026
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 1 can of rubberized binder
From where was the sample collected: Manufacturer
Laboratory sample identification: SJ-091526-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Sunol
Asphalt modifier supplier: CRM
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2026-09-15-59-1
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/22/2026
Date Tested: 09/22/2026
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
|
37 0.1 mm
|
DIME Test ID: 2026-09-15-59-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/22/2026
Date Tested: 09/22/2026
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
|
64 C
|
|
Softening Point Sample 2
|
64 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2026-09-15-59-3
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: 09/22/2026
Date Tested: 09/22/2026
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)
|
2 mm
|
|
Final Dial reading (F1)
|
62 mm
|
|
Ball Penetration (P2)
|
3 mm
|
|
Final Dial reading (F2)
|
63 mm
|
|
Ball Penetration (P3)
|
3 mm
|
|
Final Dial reading (F3)
|
64 mm
|
|
Resilience 1
|
40 %
|
|
Resilience 2
|
40 %
|
|
Resilience 3
|
39 %
|
|
Average Resilience
|
40 %
|
|
Minutes Reaction
|
no data
|
