Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215237 DEA: 101H4204 EFIS: 1018000166
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5-17.0/22.6
Work Description: RESURFACE WITH RUBBERIZED HOT MIXED ASPHALT.
Location Description: MERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 5771 Toyota Avenue, Fresno, CA 93725
Resident Engineer: Ranbir Bhullar Structure Rep.: Unknown
DIME Sample ID: 2021-08-10-30
TL Number from the TL Form: 034263
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: 08/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2021
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: TEST 8/10, (recv 8/9 - no test)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARATHON ELK GROVE
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 2
Sublot number: 15
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-08-10-30-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/02/2021
Date Tested: 09/01/2021
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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
Determination
|
Unworked Penetration
|
Unworked Penetration
|
32 0.1 mm
|
DIME Test ID: 2021-08-10-30-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/02/2021
Date Tested: 09/01/2021
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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used?
|
C
|
Softening Point Sample 1
|
72 C
|
Softening Point Sample 2
|
72 C
|
Bath Liquid
|
USP glycerin
|
Minutes Reaction
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no data
|
DIME Test ID: 2021-08-10-30-3
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: 09/02/2021
Date Tested: 08/31/2021
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)
|
72 mm
|
Ball Penetration (P1)
|
0 mm
|
Final Dial reading (F2)
|
78 mm
|
Ball Penetration (P2)
|
0 mm
|
Final Dial reading (F3)
|
79 mm
|
Ball Penetration (P3)
|
0 mm
|
Resilience 1
|
28 %
|
Resilience 2
|
22 %
|
Resilience 3
|
21 %
|
Average Resilience
|
24 %
|
Minutes Reaction
|
no data
|