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Sample Record for 2020-08-03-8


Project Information

Project ID: 214175 DEA: 030H4804 EFIS: 0315000198 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-0.1/1.6,11.8/21.6
Work Description: COLD PLANE AC PAVEMENT AND RHMA OVERLAY.
Location Description: SACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD
Contractor Name: Mercer Fraser Contractor Address: PO Box 1006
Resident Engineer: Sushma Lee Structure Rep.: Noonan, Kim

Sample Information

DIME Sample ID: 2020-08-03-8
TL Number from the TL Form: 050
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: 08/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/03/2020
The quantity of what the sample constitutes: 1 can, TEST #50 (050)
A brief description of the sample: Asphalt Rubber Binder PG64-16
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:
Sublot number:

Test Results

Test 1 of 3

DIME Test ID: 2020-08-03-8-1
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: 08/11/2020
Date Tested: 08/03/2020
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) 65 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 66 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 70 mm
Ball Penetration (P3) 0 mm
Resilience 1 36 %
Resilience 2 34 %
Resilience 3 30 %
Average Resilience 33 %

Test Results

Test 2 of 3

DIME Test ID: 2020-08-03-8-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/11/2020
Date Tested: 08/03/2020
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 23 0.1 mm

Test Results

Test 3 of 3

DIME Test ID: 2020-08-03-8-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/11/2020
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 73 C
Softening Point Sample 2 74 C
Bath Liquid freshly boiled distilled water