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Sample Record for 2020-06-29-37

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

Project Information

Project ID: 214735 DEA: 060Y0904 EFIS: 0619000217 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-16.1/20.0
Work Description: COLD PLANE AC PAVEMENT AND RESURFACE WITH HMA.
Location Description: KINGS COUNTY IN AND NEAR KETTLEMAN CITY FROM 1.1 MILES NORTH OF BULLWHEEL RIDGE ROAD TO 0.1 MILE SOUTH OF QUAIL AVENUE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: PO BOX 2210, PISMO BEACH, CA 93448
Resident Engineer: Fernando deAlba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-29-37
TL Number from the TL Form: 816154
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: 06/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2020
The quantity of what the sample constitutes: 1 Can each, #1 Test, #2(816155), 3(816156), 4(039476), 5(039477)
A brief description of the sample: Rubber Binder PG64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-06-29-37-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/22/2020
Date Tested: 07/16/2020
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 47 0.1 mm

Test 2 of 3

DIME Test ID: 2020-06-29-37-2
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: 07/22/2020
Date Tested: 07/16/2020
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 22 %
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2020-06-29-37-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/22/2020
Date Tested: 07/16/2020
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 64 C
Softening Point Sample 2 no data
Bath Liquid freshly boiled distilled water
Minutes Reaction no data