Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215390 DEA: 061A9604 EFIS: 0620000138
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-41.3/52.0
Work Description: COLD PLANE PAVEMENT AND PLACE RHMA (OGFC).
Location Description: TULARE COUNTY NEAR GOSHEN FROM 0.2 MILE NORTH OF GOSHEN OVERHEAD TO 0.2 MILE NORTH OF DODGE AVENUE OVERCROSSING
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2021-05-26-27
TL Number from the TL Form: 804297
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: 05/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: TEST, #5 binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-05-26-27-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/29/2021
Date Tested: 06/15/2021
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:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
49 0.1 mm
|
DIME Test ID: 2021-05-26-27-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/29/2021
Date Tested: 06/15/2021
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:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
64 C
|
|
Softening Point Sample 2
|
64 C
|
|
Bath Liquid
|
USP glycerin
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-05-26-27-3
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: 07/29/2021
Date Tested: 07/29/2021
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)
|
85 mm
|
|
Ball Penetration (P1)
|
5 mm
|
|
Final Dial reading (F2)
|
88 mm
|
|
Ball Penetration (P2)
|
6 mm
|
|
Final Dial reading (F3)
|
90 mm
|
|
Ball Penetration (P3)
|
6 mm
|
|
Resilience 1
|
20 %
|
|
Resilience 2
|
18 %
|
|
Resilience 3
|
16 %
|
|
Average Resilience
|
18 %
|
|
Minutes Reaction
|
no data
|
