Print Report | Back to Sample Detail

Sample Record for 2024-10-29-67

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000001 DEA: 010H1704 EFIS: 0117000119 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-R48.9/55.1
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA-A, RHMA-G, AND HFST.
Location Description: MENDOCINO COUNTY NEAR WILLITS FROM 0.6 MILE NORTH OF UPP CREEK BRIDGE TO 0.1 MILE SOUTH OF BIG TRAILS DRIVE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Steve Tisell Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-29-67
TL Number from the TL Form: 033192
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2024
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: 24-237
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-10-29-67-4
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: 12/03/2024
Date Tested: 12/03/2024
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? SI Units
Test Temperature 190 C
Test 1 Viscosity 2400.0 Pa-s
Test 2 Viscosity 2400.0 Pa-s
Test 3 Viscosity 2400.0 Pa-s
Average Viscosity 2400.0
Minutes Reaction no data

Test 2 of 4

DIME Test ID: 2024-10-29-67-5
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/27/2024
Date Tested: 12/27/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 41 0.1 mm

Test 3 of 4

DIME Test ID: 2024-10-29-67-7
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: 12/27/2024
Date Tested: 12/20/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Ball Penetration (P1) 12 mm
Final Dial reading (F1) 73 mm
Ball Penetration (P2) 5 mm
Final Dial reading (F2) 70 mm
Ball Penetration (P3) 6 mm
Final Dial reading (F3) 70 mm
Resilience 1 39 %
Resilience 2 35 %
Resilience 3 36 %
Average Resilience 37 %
Minutes Reaction no data

Test 4 of 4

DIME Test ID: 2024-10-29-67-8
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/27/2024
Date Tested: 12/27/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 68 C
Softening Point Sample 2 69 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data