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Sample Record for 2025-09-16-29

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Project Information

Project ID: 1000363 DEA: 010H5504 EFIS: 0117000235 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-55.0/64.9
Work Description: HMA, RHMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location Description: MENDOCINO COUNTY NEAR LONGVALE FROM 2.6 MILES SOUTH OF ARNOLD BRIDGE OVERHEAD 10-179 TO 0.1 MILE NORTH OF LONG VALLEY CREEK BRIDGE 10-99
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Daniel Kraft Structure Rep.: Hayden Terrill

Sample Information

DIME Sample ID: 2025-09-16-29
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: No Test
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 09/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 1/2 RHMA PG 64-16 JMF
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah

Material Information

Asphalt modifier supplier: Granite Ukiah
Performance Grade: PG 64-16
Lot number: 5
Sublot number: 10
Asphalt Rubber Binder Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2025-09-16-29-4
Test Method: ASTM D7741-11ε1: Standard Test Method for Measurement of Apparent Viscosity of Asphalt-Rubber or Other Asphalt Binders by Using a Rotational Handheld Viscometer (Viscosity)
Verified Date: 09/17/2025
Date Tested: 09/16/2025
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: Viscosity
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Test Temperature 374 F
Test 1 Viscosity 1900 cP
Test 2 Viscosity 1900 cP
Test 3 Viscosity 1900 cP
Average Viscosity 1900.0
Minutes Reaction no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-09-16-29-1ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)09/17/2025Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder LaboratoryCone
2025-09-16-29-2ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)09/17/2025Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder LaboratorySoftening Point
2025-09-16-29-3ASTM 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)09/17/2025Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder LaboratoryResilience