Print Report | Back to Test Summary

Testing Report for 2021-09-24-9-3

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

Project Information

DEA: 081L6504
EFIS: 0820000131
Project ID: 215556
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40,58-Var
Work Description: REPLACE AC SURFACING, RUBBERIZED HMA, SLAB REPLACEMENT & STRIPING.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Larry Canuti
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-24-9
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 9/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/27/2021
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: 0553-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville

Material Information

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

Test Information

DIME Test ID: 2021-09-24-9-3
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)
Date Tested: 9/29/2021
Verified Date: 9/30/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
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 :

Submitted Test Results

Temperature: 25 C
Final Dial reading (F1): 70 mm
Ball Penetration (P1): no data
Final Dial reading (F2): 68 mm
Ball Penetration (P2): no data
Final Dial reading (F3): 70 mm
Ball Penetration (P3): no data
Resilience 1: 30 %
Resilience 2: 32 %
Resilience 3: 30 %
Average Resilience: 31 %