Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993559 DEA: 120R5104 EFIS: 1218000102
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-36.1
Work Description: PLACE RHMA-G AND HIGH FRICTION SURFACE TREATMENT.
Location Description: ORANGE COUNTY IN ANAHEIM AT KATELLA AVENUE UNDERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Kenneth Sham Structure Rep.: Unknown
DIME Sample ID: 2022-10-12-50
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: 10/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2022
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: 0689-22
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: 2022-10-12-50-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 12/27/2022
Date Tested: 10/18/2022
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used?
|
C
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Softening Point Sample 1
|
61 C
|
Softening Point Sample 2
|
62 C
|
Bath Liquid
|
freshly boiled distilled water
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-10-12-50-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 12/27/2022
Date Tested: 10/19/2022
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination
|
Unworked Penetration
|
Unworked Penetration
|
38 0.1 mm
|
DIME Test ID: 2022-10-12-50-3
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: 12/27/2022
Date Tested: 10/19/2022
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature
|
25 C
|
Final Dial reading (F1)
|
74 mm
|
Ball Penetration (P1)
|
0 mm
|
Final Dial reading (F2)
|
70 mm
|
Ball Penetration (P2)
|
0 mm
|
Final Dial reading (F3)
|
73 mm
|
Ball Penetration (P3)
|
0 mm
|
Resilience 1
|
26 %
|
Resilience 2
|
30 %
|
Resilience 3
|
27 %
|
Average Resilience
|
28 %
|
Minutes Reaction
|
no data
|