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Sample Record for 2022-03-22-21

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

Project Information

Project ID: 214951 DEA: 120K0234 EFIS: 1214000100 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-17.1/18.9
Work Description: South County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS.
Location Description: ORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING
Contractor Name: GUY F. ATKINSON CONSTRUCTION, LLC
Contractor Address: 18201 Von Karman Ave #800, Irvine, CA 92612
Resident Engineer: Majid Javaherneshan Structure Rep.: Chungkeun Lee

Sample Information

DIME Sample ID: 2022-03-22-21
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Per Request
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 03/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2022
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: 0188-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Irvine

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:

Test Results

Test 1 of 3

DIME Test ID: 2022-03-22-21-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 04/11/2022
Date Tested: 04/05/2022
Submitted By Organization: CT - 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: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 63 C
Softening Point Sample 2 64 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2022-03-22-21-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 04/11/2022
Date Tested: 04/06/2022
Submitted By Organization: CT - 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: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Block Penetration
Block Penetration 23 0.1 mm
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2022-03-22-21-3
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: 04/11/2022
Date Tested: 04/07/2022
Submitted By Organization: CT - 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: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 74 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 71 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 74 mm
Ball Penetration (P3) 1 mm
Resilience 1 27 %
Resilience 2 29 %
Resilience 3 27 %
Average Resilience 28 %
Minutes Reaction no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.