Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215212 DEA: 081F1434 EFIS: 0815000233
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-38.2/51.5
Work Description: INDIVIDUAL SLAB REPLACEMENT, REPLACE BASE & GRIND CONCRETE PAVEMENT.
Location Description: RIVERSIDE COUNTY IN CORONA AND EASTVALE FROM 0.5 MILE SOUTH OF ONTARIO AVENUE UNDERCROSSING TO ROUTE 60/15 SEPARATION
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Ali Chinichian Structure Rep.: Unknown
DIME Sample ID: 2022-06-18-8
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: 06/18/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2022
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: 0392-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Corona
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-06-18-8-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/12/2022
Date Tested: 06/29/2022
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:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
62 C
|
|
Softening Point Sample 2
|
62 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-06-18-8-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/12/2022
Date Tested: 06/30/2022
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
|
40 0.1 mm
|
DIME Test ID: 2022-06-18-8-3
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: 07/12/2022
Date Tested: 06/30/2022
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)
|
68 mm
|
|
Ball Penetration (P1)
|
0 mm
|
|
Final Dial reading (F2)
|
66 mm
|
|
Ball Penetration (P2)
|
0 mm
|
|
Final Dial reading (F3)
|
68 mm
|
|
Ball Penetration (P3)
|
0 mm
|
|
Resilience 1
|
32 %
|
|
Resilience 2
|
34 %
|
|
Resilience 3
|
32 %
|
|
Average Resilience
|
33 %
|
|
Minutes Reaction
|
no data
|
