Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213740 DEA: 07312604
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R77.5/R81.8
Work Description: EXCAVATE DITCHES, PLACE PERM MTL, AND CONSTRUCT RET WALLS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.4 MILE SOUTH OF SMOKEY BEAR ROAD UNDERCROSSING TO 0.3 MILE SOUTH OF ROUTE 5/138 SEPARATION
Contractor Name: SEMA CONSTRUCTION, INC.
Contractor Address: 42690 RIO NEDO, SUITE G, TEMECULA CA 92590
Resident Engineer: Structure Rep.: Unknown
DIME Sample ID: 2025-04-28-72
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 04/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2025
The quantity of what the sample constitutes: 1can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: R.J. NOBLE-ORANGE PLANT
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2025-04-28-72-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/02/2025
Date Tested: 05/21/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
63 C
|
|
Softening Point Sample 2
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64 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
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no data
|
DIME Test ID: 2025-04-28-72-2
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/02/2025
Date Tested: 05/21/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
37 0.1 mm
|
DIME Test ID: 2025-04-28-72-3
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: 07/02/2025
Date Tested: 05/21/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F1)
|
67 mm
|
|
Ball Penetration (P2)
|
2 mm
|
|
Final Dial reading (F2)
|
68 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
65 mm
|
|
Resilience 1
|
36 %
|
|
Resilience 2
|
34 %
|
|
Resilience 3
|
35 %
|
|
Average Resilience
|
35 %
|
|
Minutes Reaction
|
no data
|
