Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994246 DEA: 051H6904 EFIS: 0516000140
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R91.3/98.8,100.3/101.3
Work Description: PLACE RHMA, INSTALL CONCRETE BARRIER AND DRAINAGE SYSTEMS.
Location Description: MONTEREY COUNTY AT AND NEAR PRUNEDALE AND SALINAS FROM 0.3 MILE NORTH OF BORONDA ROAD OVERCROSSING TO 0.4 MILE NORTH OF CRAZY HORSE CANYON ROAD OVERCROSSING AND FROM 0.9 MILE NORTH OF CRAZY HORSE CANYON ROAD OVERCROSSING TO SAN JUAN ROAD OVERCROSSING
Contractor Name: DeSILVA GATES CONSTRUCTION
Contractor Address: 11555 Dublin Blvd, Dublin CA 94568
Resident Engineer: Nash Munes Structure Rep.: Unknown
DIME Sample ID: 2024-07-16-86
TL Number from the TL Form: C716241
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 07/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2024
The quantity of what the sample constitutes: 1 CAN ARB
A brief description of the sample: 1 can PG 64-16 Rubber binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2024-07-16-86-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/30/2024
Date Tested: 07/29/2024
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
|
43 0.1 mm
|
DIME Test ID: 2024-07-16-86-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/30/2024
Date Tested: 07/29/2024
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
|
64 C
|
|
Softening Point Sample 2
|
63 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2024-07-16-86-3
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: 07/30/2024
Date Tested: 07/29/2024
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)
|
68 mm
|
|
Ball Penetration (P1)
|
1 mm
|
|
Final Dial reading (F2)
|
69 mm
|
|
Ball Penetration (P2)
|
1 mm
|
|
Final Dial reading (F3)
|
65 mm
|
|
Ball Penetration (P3)
|
0 mm
|
|
Resilience 1
|
33 %
|
|
Resilience 2
|
32 %
|
|
Resilience 3
|
35 %
|
|
Average Resilience
|
33 %
|
|
Minutes Reaction
|
no data
|
