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Sample Record for 2021-07-29-29

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

Project Information

Project ID: 215341 DEA: 101J1204 EFIS: 1018000150 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-33-R0.0/L5.7
Work Description: COLD PLANE ASPHALT CONCRETE AND PLACE HOT MIX ASPHALT.
Location Description: MERCED COUNTY IN AND NEAR DOS PALOS FROM FRESNO COUNTY LINE TO 0.1 MILE NORTH OF EAST JUNCTION ROUTE 152
Contractor Name: CAL VALLEY CONSTRUCTION, INC.
Contractor Address: 5125 N. Gates Ave, Suite 102, Fresno, CA 93722
Resident Engineer: Michael Stewart Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-29-29
TL Number from the TL Form: 034238
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: 07/29/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2021
The quantity of what the sample constitutes: 2 CanS
A brief description of the sample: PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Santa Fe Winton

Material Information

Asphalt modifier supplier: NATIONAL BLENDING
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 4
Asphalt Rubber Binder Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2021-07-29-29-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/16/2021
Date Tested: 08/16/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 35 0.1 mm

Test 2 of 3

DIME Test ID: 2021-07-29-29-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/16/2021
Date Tested: 08/16/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 68 C
Softening Point Sample 2 69 C
Bath Liquid USP glycerin
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2021-07-29-29-3
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: 08/16/2021
Date Tested: 08/16/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 70 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 72 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 70 mm
Ball Penetration (P3) 0 mm
Resilience 1 31 %
Resilience 2 28 %
Resilience 3 30 %
Average Resilience 30 %
Minutes Reaction no data