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Sample Record for 2024-08-27-7

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

Project Information

Project ID: 1000022 DEA: 051Q4904 EFIS: 0523000037 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO,SB-166-R30.4/R35.0
Work Description: COLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA-G.
Location Description: SANTA BARBARA AND SAN LUIS OBISPO COUNTIES ABOUT 20 MILES EAST OF SANTA MARIA FROM CUYAMA RIVER BRIDGE TO CUYAMA RIVER BRIDGE.
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Philip Gaston Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-27-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact: 8053191237
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2024
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec

Material Information

Asphalt modifier supplier: SJR
Performance Grade: PG 64-16
Lot number: 1
Sublot number:
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-08-27-7-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/09/2024
Date Tested: 09/06/2024
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 63 0.1 mm

Test 2 of 4

DIME Test ID: 2024-08-27-7-2
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: 09/09/2024
Date Tested: 09/06/2024
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) 3 mm
Final Dial reading (F1) 76 mm
Ball Penetration (P2) 3 mm
Final Dial reading (F2) 75 mm
Ball Penetration (P3) 4 mm
Final Dial reading (F3) 76 mm
Resilience 1 27 %
Resilience 2 28 %
Resilience 3 28 %
Average Resilience 28 %
Minutes Reaction no data

Test 3 of 4

DIME Test ID: 2024-08-27-7-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/09/2024
Date Tested: 09/06/2024
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 61 C
Softening Point Sample 2 61 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 4 of 4

DIME Test ID: 2024-08-27-7-4
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: 09/09/2024
Date Tested: 08/27/2024
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 performed by field inspector and results written on can
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Test Temperature 190 C
Average Viscosity 1.7
Minutes Reaction no data