Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993473 DEA: 101J1804 EFIS: 1018000133
QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-0.0/12.0
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location Description: MARIPOSA COUNTY AT AND NEAR CATHEYS VALLEY FROM MERCED COUNTY LINE TO 1.7 MILES EAST OF CATHEYS VALLEY PARK
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Wali Waziri Structure Rep.: Unknown
DIME Sample ID: 2022-10-31-56
TL Number from the TL Form: 994583
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/31/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2022
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina - Klamath Falls, OR
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 25
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-10-31-56-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/07/2022
Date Tested: 12/06/2022
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
|
30 0.1 mm
|
DIME Test ID: 2022-10-31-56-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/07/2022
Date Tested: 12/06/2022
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
|
69 C
|
|
Softening Point Sample 2
|
70 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-10-31-56-3
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: 12/07/2022
Date Tested: 12/06/2022
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)
|
67 mm
|
|
Ball Penetration (P1)
|
5 mm
|
|
Final Dial reading (F2)
|
66 mm
|
|
Ball Penetration (P2)
|
2 mm
|
|
Final Dial reading (F3)
|
67 mm
|
|
Ball Penetration (P3)
|
3 mm
|
|
Resilience 1
|
38 %
|
|
Resilience 2
|
36 %
|
|
Resilience 3
|
36 %
|
|
Average Resilience
|
37 %
|
|
Minutes Reaction
|
no data
|
