Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994872 DEA: 060X1604 EFIS: 0618000183
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R64.4/67.3
Work Description: HMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM.
Location Description: KERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown
DIME Sample ID: 2024-05-03-51
TL Number from the TL Form: 772728
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: 05/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2024
The quantity of what the sample constitutes: 1 Gal Can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ASPHALT RUBBER BINDER
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2024-05-03-51-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 05/14/2024
Date Tested: 05/13/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
40 0.1 mm
|
DIME Test ID: 2024-05-03-51-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 05/14/2024
Date Tested: 05/13/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
70 C
|
|
Softening Point Sample 2
|
70 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-05-03-51-3
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: 05/14/2024
Date Tested: 05/13/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
no data0 mm
|
|
Final Dial reading (F1)
|
61 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
60 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
64 mm
|
|
Resilience 1
|
39 %
|
|
Resilience 2
|
40 %
|
|
Resilience 3
|
36 %
|
|
Average Resilience
|
38 %
|
|
Minutes Reaction
|
no data
|
