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Sample Record for 2023-10-27-56

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

Project Information

Project ID: 993906 DEA: 051H0504 EFIS: 0516000018 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-87.4/87.8
Work Description: WIDEN ROADWAY WITH HMA, CONSTRUCT RETAINING WALL AND CONCRETE BARRIER.
Location Description: MONTEREY COUNTY IN SALINAS FROM 0.1 MILE NORTH OF EAST MARKET STREET UNDERCROSSING TO 0.1 MILE SOUTH OF SHERWOOD DRIVE OVERCROSSING
Contractor Name: Granite Rock Construction
Contractor Address: Unknown
Resident Engineer: Baljinder Brar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-27-56
TL Number from the TL Form: 332
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: 10/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: ARB PG 64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GRANITE CONSTRUCTION

Material Information

Asphalt modifier supplier: SJR
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number: 23_1696
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-10-27-56-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/14/2023
Date Tested: 11/13/2023
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 53 0.1 mm

Test 2 of 4

DIME Test ID: 2023-10-27-56-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/14/2023
Date Tested: 11/13/2023
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 62 C
Softening Point Sample 2 61 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 4

DIME Test ID: 2023-10-27-56-3
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: 11/14/2023
Date Tested: 11/13/2023
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) 4 mm
Final Dial reading (F1) 82 mm
Ball Penetration (P2) 5 mm
Final Dial reading (F2) 82 mm
Ball Penetration (P3) 2 mm
Final Dial reading (F3) 82 mm
Resilience 1 22 %
Resilience 2 23 %
Resilience 3 20 %
Average Resilience 22 %
Minutes Reaction no data

Test 4 of 4

DIME Test ID: 2023-10-27-56-4
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: 11/14/2023
Date Tested: 11/14/2023
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 performed in the field
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Test Temperature 375 F
Test 1 Viscosity 2000 cP
Test 2 Viscosity 2000 cP
Test 3 Viscosity 2000 cP
Average Viscosity 2000.0
Minutes Reaction no data