Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994857 DEA: 010H6104 EFIS: 0117000241
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-13.5/R36.1
Work Description: COLD PLANE AND OVERLAY HMA, & REPLACE GUARDRAILS.
Location Description: HUMBOLDT COUNTY AT AND NEAR BRIDGEVILLE FROM 3.4 MILES WEST OF GRIZZLY CREEK BRIDGE TO 0.8 MILE EAST OF SOUTH FORK VAN DUZEN RIVER
Contractor Name: MERCER FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Joaquin Rodriquez Structure Rep.: Shantanu Nalawade
DIME Sample ID: 2025-04-22-98
TL Number from the TL Form: C972443
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: 04/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2025
The quantity of what the sample constitutes: 2 Cans ARB
A brief description of the sample: Asphalt Rubber Binder PG 64-16
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Boyd Road Plant
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 3
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2025-04-22-98-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 05/23/2025
Date Tested: 05/22/2025
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
|
70 C
|
|
Softening Point Sample 2
|
71 C
|
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Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
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DIME Test ID: 2025-04-22-98-4
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 05/23/2025
Date Tested: 05/22/2025
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 Pen
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
36 0.1 mm
|
DIME Test ID: 2025-04-22-98-5
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: 05/23/2025
Date Tested: 05/22/2025
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)
|
4 mm
|
|
Final Dial reading (F1)
|
67 mm
|
|
Ball Penetration (P2)
|
5 mm
|
|
Final Dial reading (F2)
|
68 mm
|
|
Ball Penetration (P3)
|
5 mm
|
|
Final Dial reading (F3)
|
65 mm
|
|
Resilience 1
|
37 %
|
|
Resilience 2
|
37 %
|
|
Resilience 3
|
40 %
|
|
Average Resilience
|
38 %
|
|
Minutes Reaction
|
no data
|
