Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993575 DEA: 09388904 EFIS: 0921000042
QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-120-19.0/26.5
Work Description: CONSTRUCT ASPHALT RUBBER BINDER CHIP SEAL.
Location Description: MONO COUNTY ABOUT 26.5 MILES WEST OF BENTON FROM 0.9 MILES EAST OF TEST STATION ROAD TO 0.2 MILES EAST OF PILOT SPRINGS ROAD
Contractor Name: VSS International
Contractor Address: 3785 Channel Drive, West Sacramento, CA 95691
Resident Engineer: Ricky Moberly Structure Rep.: Unknown
DIME Sample ID: 2022-06-10-43
TL Number from the TL Form: 997979
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 06/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/01/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: AR Binder PG58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Emultech West Sac
Asphalt modifier supplier:
Performance Grade: PG 58-22
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-06-10-43-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/23/2022
Date Tested: 08/22/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
37 0.1 mm
|
DIME Test ID: 2022-06-10-43-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/23/2022
Date Tested: 08/23/2022
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: for chip seal job
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
76 C
|
|
Softening Point Sample 2
|
77 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-06-10-43-3
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: 08/23/2022
Date Tested: 08/22/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Final Dial reading (F1)
|
65 mm
|
|
Ball Penetration (P1)
|
5 mm
|
|
Final Dial reading (F2)
|
63 mm
|
|
Ball Penetration (P2)
|
5 mm
|
|
Final Dial reading (F3)
|
64 mm
|
|
Ball Penetration (P3)
|
5 mm
|
|
Resilience 1
|
40 %
|
|
Resilience 2
|
42 %
|
|
Resilience 3
|
41 %
|
|
Average Resilience
|
41 %
|
|
Minutes Reaction
|
no data
|
