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Sample Record for 2022-08-10-70

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993578 DEA: 112N1174 EFIS: 1121000146 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R0.7/2.9
Work Description: PLACE RHMA-G (BONDED WEARING COURSE) AND PAVEMENT DELINEATION.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE EAST OF MORENA BOULEVARD UNDERCROSSING TO 0.1 MILE WEST OF MISSION CENTER ROAD OVERCROSSING
Contractor Name: HAZARD CONSTRUCTION
Contractor Address: 10529 Vine Street, Lakeside, CA 92040
Resident Engineer: Ben Haney Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-10-70
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: 08/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2022
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: 0625-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2022-08-10-70-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/12/2022
Date Tested: 09/12/2022
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
Softening Point Sample 1 61 C
Softening Point Sample 2 61 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2022-08-10-70-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/12/2022
Date Tested: 09/13/2022
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 35 0.1 mm

Test 3 of 3

DIME Test ID: 2022-08-10-70-3
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: 10/12/2022
Date Tested: 09/13/2022
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) 73 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 75 mm
Ball Penetration (P2) 1 mm
Final Dial reading (F3) 76 mm
Ball Penetration (P3) 3 mm
Resilience 1 28 %
Resilience 2 26 %
Resilience 3 27 %
Average Resilience 27 %
Minutes Reaction no data