Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214945 DEA: 051G1304 EFIS: 0514000110
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-1-M29.9/49.2
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA-G & HMA (TYPE A).
Location Description: SANTA BARBARA COUNTY NEAR SANTA MARIA FROM CALIFORNIA BOULEVARD TO ROUTE 166
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Thomas Peterson Structure Rep.: Unknown
DIME Sample ID: 2021-05-21-16
TL Number from the TL Form: 210524D
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: 05/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/25/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: binder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: World Oil
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 1
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-05-21-16-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/14/2021
Date Tested: 06/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
21 0.1 mm
|
DIME Test ID: 2021-05-21-16-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/14/2021
Date Tested: 06/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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
|
73 C
|
|
Softening Point Sample 2
|
72 C
|
|
Bath Liquid
|
USP glycerin
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-05-21-16-3
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: 06/14/2021
Date Tested: 06/14/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
no data0 mm
|
|
Final Dial reading (F1)
|
79 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
78 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
78 mm
|
|
Resilience 1
|
21 %
|
|
Resilience 2
|
22 %
|
|
Resilience 3
|
22 %
|
|
Average Resilience
|
22 %
|
|
Minutes Reaction
|
no data
|
