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Sample Record for 2022-12-17-10

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

Project Information

Project ID: 993651 DEA: 112N1144 EFIS: 1121000143 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-78-34.0/41.0
Work Description: COLD IN-PLACE RECYCLING, RHMA-G OVERLAY, PAVEMENT MARKINGS.
Location Description: IMPERIAL COUNTY NEAR AND AT GLAMIS FROM 6.7 MILES EAST OF EAST HIGHLINE CANAL TO TED KIPF ROAD
Contractor Name: HAZARD CONSTRUCTION
Contractor Address: 10529 Vine Street, Lakeside, CA 92040
Resident Engineer: Daniel Hernandez Duarte Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-12-17-10
TL Number from the TL Form: C004856
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 12/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/22/2022
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: APZ Gateway

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: 2022-12-17-10-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 01/23/2023
Date Tested: 12/28/2022
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 73 C
Softening Point Sample 2 73 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2022-12-17-10-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 01/23/2023
Date Tested: 12/29/2022
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 25 0.1 mm

Test 3 of 3

DIME Test ID: 2022-12-17-10-3
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: 01/23/2023
Date Tested: 12/29/2022
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) 62 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 63 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 62 mm
Ball Penetration (P3) 0 mm
Resilience 1 38 %
Resilience 2 37 %
Resilience 3 38 %
Average Resilience 38 %
Minutes Reaction no data