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Sample Record for 2020-07-29-17


Project Information

Project ID: 213733 DEA: 051C85U4 EFIS: 0518000156 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-10.2/17.5
Work Description: Santa Cruz 1 CAPM and Bridge Rails
Location Description: SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9.
Contractor Name: Granite Construction Contractor Address: 585 West Beach Street
Resident Engineer: Gareth Gill Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-29-17
TL Number from the TL Form:
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: 07/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2020
The quantity of what the sample constitutes: 4 cans each, #20 TEST (17-20)
A brief description of the sample: Rubber Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 90

Test Results

Test 1 of 3

DIME Test ID: 2020-07-29-17-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/17/2020
Date Tested: 08/05/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Determination Worked Penetration
Worked Penetration 43 0.1 mm

Test Results

Test 2 of 3

DIME Test ID: 2020-07-29-17-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/17/2020
Date Tested: 08/05/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 64 C
Softening Point Sample 2 64 C
Bath Liquid USP glycerin

Test Results

Test 3 of 3

DIME Test ID: 2020-07-29-17-3
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: 09/17/2020
Date Tested: 08/05/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 75 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 75 mm
Ball Penetration (P2) 1 mm
Final Dial reading (F3) 75 mm
Ball Penetration (P3) 0 mm
Resilience 1 25 %
Resilience 2 26 %
Resilience 3 25 %
Average Resilience 25 %