Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215420 DEA: 060R2104 EFIS: 0614000058
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-41-6.2/9.2
Work Description: FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
Location Description: MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
Contractor Name: CAL VALLEY CONSTRUCTION
Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722
Resident Engineer: Ryan Wilson Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2024-06-20-109
TL Number from the TL Form: C955650
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: 06/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2024
The quantity of what the sample constitutes: 1 CAN RUBBER
A brief description of the sample: PG 64-16 RUBBER BLEND
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Madera Plant
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2024-06-20-109-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/02/2024
Date Tested: 06/28/2024
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
|
58 0.1 mm
|
DIME Test ID: 2024-06-20-109-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/02/2024
Date Tested: 06/28/2024
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
|
64 C
|
|
Softening Point Sample 2
|
64 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-06-20-109-3
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: 07/02/2024
Date Tested: 06/28/2024
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)
|
4 mm
|
|
Final Dial reading (F1)
|
78 mm
|
|
Ball Penetration (P2)
|
3 mm
|
|
Final Dial reading (F2)
|
76 mm
|
|
Ball Penetration (P3)
|
2 mm
|
|
Final Dial reading (F3)
|
74 mm
|
|
Resilience 1
|
26 %
|
|
Resilience 2
|
27 %
|
|
Resilience 3
|
28 %
|
|
Average Resilience
|
27 %
|
|
Minutes Reaction
|
no data
|
