Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000509 DEA: 010H6004 EFIS: 0117000240
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-1-33.7/R51.0
Work Description: HMA, RHMA, COLD PLANE, GUARDRAIL, AND DELINEATION.
Location Description: MENDOCINO COUNTY NEAR ELK FROM 0.1 MILE NORTH OF GREENWOOD CREEK BRIDGE TO 0.2 MILE NORTH OF LITTLE LAKE ROAD AT MENDOCINO
Contractor Name: ARGONAUT CONSTRUCTORS, INC.
Contractor Address: 1236 CENTRAL AVENUE, SANTA ROSA CA 95401
Resident Engineer: Mojtaba Mosallai Structure Rep.: Robert Lorenz
DIME Sample ID: 2025-06-25-81
TL Number from the TL Form: 827394
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 06/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bo Dean- Santa Rosa
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2025-06-25-81-1
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/21/2025
Date Tested: 07/21/2025
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 Penetration
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
26 0.1 mm
|
DIME Test ID: 2025-06-25-81-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/21/2025
Date Tested: 07/21/2025
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
|
74 C
|
|
Softening Point Sample 2
|
73 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2025-06-25-81-3
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: 07/21/2025
Date Tested: 07/21/2025
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)
|
1 mm
|
|
Final Dial reading (F1)
|
55 mm
|
|
Ball Penetration (P2)
|
1 mm
|
|
Final Dial reading (F2)
|
54 mm
|
|
Ball Penetration (P3)
|
1 mm
|
|
Final Dial reading (F3)
|
51 mm
|
|
Resilience 1
|
46 %
|
|
Resilience 2
|
47 %
|
|
Resilience 3
|
50 %
|
|
Average Resilience
|
48 %
|
|
Minutes Reaction
|
no data
|
