Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work Description: REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description:
Contractor Name: J McLoughlin Engineering
Contractor Address: 10641 Fulton Court, Rancho Cucamonga, CA 91730
Resident Engineer: Mujahid Qureshi Structure Rep.: Ching Chuang
DIME Sample ID: 2021-07-11-10
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: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 07/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2021
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: 0408-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-07-11-10-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/20/2021
Date Tested: 08/04/2021
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
|
38 0.1 mm
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-07-11-10-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/20/2021
Date Tested: 08/03/2021
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
|
64 C
|
|
Softening Point Sample 2
|
62 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-07-11-10-3
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: 08/20/2021
Date Tested: 08/04/2021
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)
|
73 mm
|
|
Ball Penetration (P1)
|
no data0 mm
|
|
Final Dial reading (F2)
|
70 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F3)
|
72 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Resilience 1
|
27 %
|
|
Resilience 2
|
30 %
|
|
Resilience 3
|
28 %
|
|
Average Resilience
|
28 %
|
|
Minutes Reaction
|
no data
|
