Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993572 DEA: 061C5004 EFIS: 0621000172
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-145-17.5/25.5
Work Description: RHMA AND HMA PAVING, MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location Description: MADERA COUNTY NEAR MADERA FROM 0.9 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO ROUTE 41
Contractor Name: Granite Construction
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Pedro Miguel Structure Rep.: Unknown
DIME Sample ID: 2022-08-19-34
TL Number from the TL Form: 039525
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: 08/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2022
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: PG64-16 ARB
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-08-19-34-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/02/2022
Date Tested: 09/01/2022
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
|
68 0.1 mm
|
DIME Test ID: 2022-08-19-34-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/02/2022
Date Tested: 08/31/2022
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:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
60 C
|
|
Softening Point Sample 2
|
59 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-08-19-34-3
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: 09/02/2022
Date Tested: 08/30/2022
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)
|
84 mm
|
|
Ball Penetration (P1)
|
6 mm
|
|
Final Dial reading (F2)
|
82 mm
|
|
Ball Penetration (P2)
|
5 mm
|
|
Final Dial reading (F3)
|
86 mm
|
|
Ball Penetration (P3)
|
6 mm
|
|
Resilience 1
|
22 %
|
|
Resilience 2
|
23 %
|
|
Resilience 3
|
20 %
|
|
Average Resilience
|
22 %
|
|
Minutes Reaction
|
no data
|
