Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000368 DEA: 081J4704 EFIS: 0818000055
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R87.9,R91.0
Work Description: PARTIALLY GROUTED RSP, STRUCTURE EXCAVATION AND ROADWAY EXCAVATION.
Location Description: RIVERSIDE COUNTY NEAR CHIRIACO SUMMIT AT THREE STAR DITCH BRIDGE AND AT DETERMINATION DITCH BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 3050 BIRCH STREET, BREA, CA 92821
Resident Engineer: Peter Koury Structure Rep.: Unknown
DIME Sample ID: 2024-11-05-42
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: 11/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2024
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: Granite-Desert Hot Springs
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2024-11-05-42-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/18/2024
Date Tested: 11/18/2024
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
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69 C
|
|
Softening Point Sample 2
|
69 C
|
|
Bath Liquid
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freshly boiled distilled water
|
|
Minutes Reaction
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no data
|
DIME Test ID: 2024-11-05-42-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/18/2024
Date Tested: 11/13/2024
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: For Informational purposes only.
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
29 0.1 mm
|
DIME Test ID: 2024-11-05-42-3
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: 11/18/2024
Date Tested: 11/13/2024
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: For Informational purposes only.
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F1)
|
41 mm
|
|
Ball Penetration (P2)
|
3 mm
|
|
Final Dial reading (F2)
|
42 mm
|
|
Ball Penetration (P3)
|
2 mm
|
|
Final Dial reading (F3)
|
40 mm
|
|
Resilience 1
|
62 %
|
|
Resilience 2
|
61 %
|
|
Resilience 3
|
62 %
|
|
Average Resilience
|
62 %
|
|
Minutes Reaction
|
no data
|
