Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: Irvin Nguyen Structure Rep.: Jason Kim
DIME Sample ID: 2022-03-22-21
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: 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
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
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 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: (909) 829-3029
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
|
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 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: (909) 829-3029
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
|
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 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: (909) 829-3029
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
|
