Summary for Test 2024-09-12-60-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Sample Information

Sample Taken Date09/12/2024 Sample Unique Key60
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing09/16/2024
Sample typeVerification A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byAAA QC Last name of sampler or witnessed byAAA QC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplier
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Test Details

DIME Sample ID: 2024-09-12-60
DIME Test ID: 2024-09-12-60-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
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)
Test Release Date: 2024-09-27

Test Results


Input Type: Calculated
Tester's full name: Anthony Hernandez
Date of test: 09/20/2024
Temperature: 25 C
Ball Penetration (P1): 0 mm
Final Dial reading (F1): 51 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P3): 0 mm
Final Dial reading (F3): 54 mm
Resilience 1: 49 %
Resilience 2: 46 %
Resilience 3: 46 %
Average Resilience: 47 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): For informational purposes only

Test was verified on 9/27/2024