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Sample Record for 2020-11-04-19

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

Project Information

Project ID: 213970 DEA: 080K1214 EFIS: 0815000245 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-12.5/14.8
Work Description: REPLACE PCC PAVEMENT WITH JPCP AND PRECAST JOINTED CONCRETE PAVEMENT.
Location Description: SAN BERNARDINO COUNTY IN FONTANA AND NEAR DEVORE FROM 0.3 MILE SOUTH OF SIERRA AVENUE UNDERCROSSING TO GLEN HELEN PARKWAY UNDERCROSSING
Contractor Name: OHL USA, INC
Contractor Address: 1920 MAIN STREET STE 310, Irvine, CA 92614
Resident Engineer: Vu Thanh Nguyen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-11-04-19
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: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 11/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/05/2020
The quantity of what the sample constitutes: 500
A brief description of the sample: Quart ARB
From where was the sample collected: Job Site
Laboratory sample identification: 0656-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona

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: 2020-11-04-19-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/17/2020
Date Tested: 11/10/2020
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 30 0.1 mm

Test 2 of 3

DIME Test ID: 2020-11-04-19-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/17/2020
Date Tested: 11/09/2020
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 60 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2020-11-04-19-3
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: 11/17/2020
Date Tested: 11/10/2020
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) 66 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 67 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 66 mm
Ball Penetration (P3) 1 mm
Resilience 1 35 %
Resilience 2 33 %
Resilience 3 35 %
Average Resilience 34 %
Minutes Reaction no data