Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993297 DEA: 010F8204 EFIS: 0116000067
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-R90.1/109.6
Work Description: PLACE RHMA-G AND HMA (TYPE A).
Location Description: IN HUMBOLDT COUNTY IN AND NEAR TRINIDAD FROM 1.3 MILES SOUTH OF SCHOOL ROAD OVERCROSSING TO 0.4 MILE NORTH OF BIG LAGOON BRIDGE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: 77 West Second Street, Eureka, CA 95501
Resident Engineer: Ryan Dunne Structure Rep.: Michele Stover
DIME Sample ID: 2023-06-15-15
TL Number from the TL Form: NA
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 06/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: Rubber binder 64-16
From where was the sample collected: Job Site
Laboratory sample identification: 23-132
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Fortuna Plant B / Valero Benicia
Asphalt modifier supplier: Valero Benicia
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2023-06-15-15-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/21/2023
Date Tested: 06/20/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination
|
Unworked Penetration
|
Unworked Penetration
|
33 0.1 mm
|
DIME Test ID: 2023-06-15-15-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/21/2023
Date Tested: 06/20/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used?
|
C
|
Softening Point Sample 1
|
72 C
|
Softening Point Sample 2
|
70 C
|
Bath Liquid
|
freshly boiled distilled water
|
Minutes Reaction
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no data
|
DIME Test ID: 2023-06-15-15-3
Test Method: ASTM D5329-16: 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: 06/21/2023
Date Tested: 06/20/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature
|
25 C
|
Final Dial reading (F1)
|
61 mm
|
Ball Penetration (P1)
|
1 mm
|
Final Dial reading (F2)
|
65 mm
|
Ball Penetration (P2)
|
3 mm
|
Final Dial reading (F3)
|
64 mm
|
Ball Penetration (P3)
|
1 mm
|
Resilience 1
|
40 %
|
Resilience 2
|
38 %
|
Resilience 3
|
37 %
|
Average Resilience
|
38 %
|
Minutes Reaction
|
no data
|