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Sample Record for 2022-01-06-47

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

Project Information

Project ID: 214620 DEA: 07309304 EFIS: 0714000281 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210,405,605-Various
Work Description: REINFORCE STRUCTURAL CONCRETE BRIDGE AND PLACE RHMA SHOULDER PAVING.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: Beador Const. Co. Inc.
Contractor Address: 26320 LESTER CIRCLE, CORONA CA 92883
Resident Engineer: MOHAMMAD IZADPANAH Structure Rep.: Richard Joludow

Sample Information

DIME Sample ID: 2022-01-06-47
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: 01/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/18/2022
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: 0102-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Irwindale

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-01-06-47-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 01/21/2022
Date Tested: 01/20/2022
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 28 0.1 mm

Test 2 of 3

DIME Test ID: 2022-01-06-47-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 01/21/2022
Date Tested: 01/19/2022
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:
ASTM Thermometer used? C
Softening Point Sample 1 60 C
Softening Point Sample 2 61 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2022-01-06-47-3
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: 01/21/2022
Date Tested: 01/20/2022
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) 70 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 69 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 70 mm
Ball Penetration (P3) 0 mm
Resilience 1 30 %
Resilience 2 31 %
Resilience 3 30 %
Average Resilience 30 %
Minutes Reaction no data