Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210689 DEA: 041J5604 EFIS: 0413000206 COOP: 042595
QA Service Level: 2
DIST-CO-RTE-PM: 04-SM-101-6.3/20.8
Work Description: The extension of HOV Lanes in both directions
Location Description: On U.S. 101 from Whipple Avenue to I-380 in San Mateo County
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2021-05-26-24
TL Number from the TL Form: 728181
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: 06/01/2021
The quantity of what the sample constitutes: 3 cans
A brief description of the sample: TEST Asphalt Rubber Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero Benicia
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-05-26-24-2
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: 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: does not comply
Additional Comments When Verified:
ASTM Thermometer used?
|
C
|
Softening Point Sample 1
|
80 C
|
Softening Point Sample 2
|
80 C
|
Bath Liquid
|
USP glycerin
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-05-26-24-3
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: 06/14/2021
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)
|
79 mm
|
Ball Penetration (P1)
|
0 mm
|
Final Dial reading (F2)
|
76 mm
|
Ball Penetration (P2)
|
1 mm
|
Final Dial reading (F3)
|
78 mm
|
Ball Penetration (P3)
|
0 mm
|
Resilience 1
|
21 %
|
Resilience 2
|
25 %
|
Resilience 3
|
22 %
|
Average Resilience
|
23 %
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-05-26-24-4
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: does not comply
Additional Comments When Verified:
Determination
|
Unworked Penetration
|
Unworked Penetration
|
19 0.1 mm
|