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Sample Record for 2020-07-19-3

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

Project Information

Project ID: 214388 DEA: 051F6804 EFIS: 0514000046 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-39.8/74.6
Work Description: RHMA OVERLAY ON EXISTING ROADWAY AND REPLACE GUARDRAIL.
Location Description: MONTEREY COUNTY FROM TORRE CANYON BRIDGE NEAR BIG SUR TO SAN LUIS AVENUE IN CARMEL
Contractor Name: Graniterock Company
Contractor Address: 5225 Hellyer Ave, Ste 200, San Jose, CA 95138
Resident Engineer: Rodger Johnson Structure Rep.: David Galarza

Sample Information

DIME Sample ID: 2020-07-19-3
TL Number from the TL Form: 979361
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 07/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2020
The quantity of what the sample constitutes: 1 can, #1 TEST
A brief description of the sample: Asphalt Rubber Binder PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 15
Asphalt Rubber Binder Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2020-07-19-3-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/31/2020
Date Tested: 07/31/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Determination Worked Penetration
Worked Penetration 36 0.1 mm

Test 2 of 3

DIME Test ID: 2020-07-19-3-2
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: 07/31/2020
Date Tested: 07/31/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature no data
Final Dial reading (F1) no data
Ball Penetration (P1) no data
Final Dial reading (F2) no data
Ball Penetration (P2) no data
Final Dial reading (F3) no data
Ball Penetration (P3) no data
Resilience 1 no data
Resilience 2 no data
Resilience 3 no data
Average Resilience 27 %
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2020-07-19-3-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/31/2020
Date Tested: 07/31/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 69 C
Softening Point Sample 2 no data
Bath Liquid freshly boiled distilled water
Minutes Reaction no data