Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000014 DEA: 010H1504 EFIS: 0117000116
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-162-R0.0/25.7
Work Description: HMA, RHMA, AND GEOSYNTHETIC PAVEMENT INTERLAYER.
Location Description: MENDOCINO COUNTY NEAR LONGVALE FROM ROUTE 101 TO 1.1 MILES SOUTH OF POONKINNEY ROAD NEAR COVELO
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Steve Tisell Structure Rep.: Unknown
DIME Sample ID: 2025-06-20-43
TL Number from the TL Form: 778805
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: 06/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2025
The quantity of what the sample constitutes: 1 can binder
A brief description of the sample: 1 can PG 64-16 Rubber binder
From where was the sample collected: Source
Laboratory sample identification: 25-109
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2025-06-20-43-1
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/02/2025
Date Tested: 07/01/2025
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
41 0.1 mm
|
DIME Test ID: 2025-06-20-43-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/02/2025
Date Tested: 07/01/2025
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
|
67 C
|
|
Softening Point Sample 2
|
67 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2025-06-20-43-3
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: 07/02/2025
Date Tested: 07/01/2025
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:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
6 mm
|
|
Final Dial reading (F1)
|
67 mm
|
|
Ball Penetration (P2)
|
6 mm
|
|
Final Dial reading (F2)
|
63 mm
|
|
Ball Penetration (P3)
|
6 mm
|
|
Final Dial reading (F3)
|
63 mm
|
|
Resilience 1
|
39 %
|
|
Resilience 2
|
43 %
|
|
Resilience 3
|
43 %
|
|
Average Resilience
|
42 %
|
|
Minutes Reaction
|
no data
|
