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Sample Record for 2020-08-20-36

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

Project Information

Project ID: 214876 DEA: 060W7604 EFIS: 0617000279 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,TUL-63,65,216-Var
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RHMA-G.
Location Description: KERN AND TULARE COUNTIES AT VARIOUS LOCATIONS
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-08-20-36
TL Number from the TL Form: 865158
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: 08/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: #5 test, No Test #6(865164), #7(865161),#8(865162), #9(865154)
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: deer creek asphalt

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2020-08-20-36-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/11/2020
Date Tested: 09/10/2020
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 25 0.1 mm

Test 2 of 3

DIME Test ID: 2020-08-20-36-2
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: 09/11/2020
Date Tested: 09/10/2020
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 25 C
Final Dial reading (F1) 74 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 74 mm
Ball Penetration (P2) 1 mm
Final Dial reading (F3) 75 mm
Ball Penetration (P3) 0 mm
Resilience 1 26 %
Resilience 2 27 %
Resilience 3 25 %
Average Resilience 26 %
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2020-08-20-36-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/11/2020
Date Tested: 09/10/2020
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 73 C
Softening Point Sample 2 73 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data