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Sample Record for 2024-08-19-44

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

Project Information

Project ID: 995123 DEA: 051K4304 EFIS: 0518000207 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-183-R2.1/R8.3
Work Description: RHMA (GAP GRADED), CONCRETE BARRIER TRANSITION AND LIGHTING SYSTEMS.
Location Description: MONTEREY COUNTY NEAR SALINAS FROM 0.2 MILE SOUTH OF OLD CEMETERY ROAD TO 0.1 MILE SOUTH OF DEL MONTE AVENUE IN CASTROVILLE.
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: David Hopper Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-19-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/08/2024
The quantity of what the sample constitutes: SL 9, 10
A brief description of the sample: 1 1 qt Cans of ARB
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite ARB Plant

Material Information

Asphalt modifier supplier: San Joaquin Refining Co Inc
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 9
Asphalt Rubber Binder Mix Number: 23_1354M
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-08-19-44-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/03/2024
Date Tested: 08/29/2024
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 40 0.1 mm

Test 2 of 4

DIME Test ID: 2024-08-19-44-2
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: 09/03/2024
Date Tested: 08/29/2024
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) 2 mm
Final Dial reading (F1) 66 mm
Ball Penetration (P2) 4 mm
Final Dial reading (F2) 70 mm
Ball Penetration (P3) 4 mm
Final Dial reading (F3) 68 mm
Resilience 1 36 %
Resilience 2 34 %
Resilience 3 36 %
Average Resilience 35 %
Minutes Reaction no data

Test 3 of 4

DIME Test ID: 2024-08-19-44-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/03/2024
Date Tested: 08/29/2024
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 64 C
Softening Point Sample 2 64 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 4 of 4

DIME Test ID: 2024-08-19-44-4
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: 09/03/2024
Date Tested: 08/19/2024
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 was performed by field inspector
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Test Temperature 190 C
Average Viscosity 3.4
Minutes Reaction no data