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: 2025-11-19-56
TL Number from the TL Form: 035530
Sample Submitted By Organization: Atlas - Denver
Sample Organization Contact: 303-975-9959
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 11/19/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/25/2025
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: 25-206
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: 2025-11-19-56-4
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/30/2025
Date Tested: 12/30/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: CONE PENETRATION
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
39 0.1 mm
|
DIME Test ID: 2025-11-19-56-5
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/30/2025
Date Tested: 12/30/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: SOFTENING POINT
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
F
|
|
Softening Point Sample 1
|
150 F
|
|
Softening Point Sample 2
|
150 F
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2025-11-19-56-6
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: 12/30/2025
Date Tested: 12/30/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: RESILIENCE
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
4 mm
|
|
Final Dial reading (F1)
|
80 mm
|
|
Ball Penetration (P2)
|
7 mm
|
|
Final Dial reading (F2)
|
82 mm
|
|
Ball Penetration (P3)
|
4 mm
|
|
Final Dial reading (F3)
|
79 mm
|
|
Resilience 1
|
24 %
|
|
Resilience 2
|
25 %
|
|
Resilience 3
|
25 %
|
|
Average Resilience
|
25 %
|
|
Minutes Reaction
|
no data
|
