Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215609 DEA: 074W9404 EFIS: 0720000196
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-0.0/1.0
Work Description: COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING
Contractor Name: Sully Miller
Contractor Address: 135 State College Blvd, Brea, Ca 92821
Resident Engineer: Susana Facio Structure Rep.: Unknown
DIME Sample ID: 2022-03-11-31
TL Number from the TL Form: C007050
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 03/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/22/2022
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: Blue Diamond
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2022-03-11-31-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 03/30/2022
Date Tested: 03/28/2022
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
67 C
|
|
Softening Point Sample 2
|
66 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-03-11-31-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 03/30/2022
Date Tested: 03/29/2022
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Block Penetration
|
|
Block Penetration
|
37 0.1 mm
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2022-03-11-31-3
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: 03/30/2022
Date Tested: 03/29/2022
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Final Dial reading (F1)
|
59 mm
|
|
Ball Penetration (P1)
|
0 mm
|
|
Final Dial reading (F2)
|
60 mm
|
|
Ball Penetration (P2)
|
0 mm
|
|
Final Dial reading (F3)
|
58 mm
|
|
Ball Penetration (P3)
|
0 mm
|
|
Resilience 1
|
41 %
|
|
Resilience 2
|
40 %
|
|
Resilience 3
|
42 %
|
|
Average Resilience
|
41 %
|
|
Minutes Reaction
|
no data
|
