Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994749 DEA: 120T6504 EFIS: 1222000075
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-57-11.5/18.6
Work Description: Cold plane AC Pavement and place RHMA.
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY IN ORANGE, ANAHEIM, PLACENTIA, AND FULLERTON FROM 0.2 MILE SOUTH OF ORANGEWOOD AVENUE UNDERCROSSING TO 0.3 MILE NORTH OF YORBA LINDA BOULEVARD OVERCROSSING AT VARIOUS LOCATIONS
Contractor Name: RJ Noble Company
Contractor Address: 15505 E. Lincoln Ave, Orange, CA 92865
Resident Engineer: Mona Shahidi Structure Rep.: Unknown
DIME Sample ID: 2023-06-26-62
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: Per Request
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 06/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2023
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Supplier
Laboratory sample identification: 0345-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble-Orange
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2023-06-26-62-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/14/2023
Date Tested: 07/05/2023
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?
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C
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Softening Point Sample 1
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62 C
|
|
Softening Point Sample 2
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62 C
|
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Bath Liquid
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freshly boiled distilled water
|
|
Minutes Reaction
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no data
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DIME Test ID: 2023-06-26-62-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/14/2023
Date Tested: 07/06/2023
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:
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Determination
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Unworked Penetration
|
|
Unworked Penetration
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31 0.1 mm
|
DIME Test ID: 2023-06-26-62-3
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: 07/14/2023
Date Tested: 07/06/2023
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
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25 C
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F1)
|
78 mm
|
|
Ball Penetration (P2)
|
5 mm
|
|
Final Dial reading (F2)
|
70 mm
|
|
Ball Penetration (P3)
|
1 mm
|
|
Final Dial reading (F3)
|
80 mm
|
|
Resilience 1
|
25 %
|
|
Resilience 2
|
35 %
|
|
Resilience 3
|
21 %
|
|
Average Resilience
|
27 %
|
|
Minutes Reaction
|
no data
|