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Testing Report for 2021-08-12-32-3

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

Project Information

DEA: 101J1004
EFIS: 1018000142
Project ID: 215588
QA Service Level: 1
DIST-CO-RTE-PM: 10-AMA-104-0.0/10.1
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE PAVEMENT WITH HMA.
Location Description: AMADOR COUNTY IN AND NEAR IONE AT VARIOUS LOCATIONS FROM SACRAMENTO COUNTY LINE TO ROUTE 49
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Pawan Garg
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-12-32
TL Number from the TL Form: 034963
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: 8/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/11/2021
The quantity of what the sample constitutes: 1 CAN, TEST #5, #9
A brief description of the sample: NO TEST CANS 8/9-8/11, 8/15-8/17
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARATHON ELK GROVE

Material Information

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

Test Information

DIME Test ID: 2021-08-12-32-3
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)
Date Tested: 8/25/2021
Verified Date: 8/27/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 :

Submitted Test Results

Temperature: 25 C
Final Dial reading (F1): 75 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 69 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F3): 69 mm
Ball Penetration (P3): 1 mm
Resilience 1: 30 %
Resilience 2: 33 %
Resilience 3: 32 %
Average Resilience: 32 %