Summary for Test 2021-07-20-31-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 214466
DEA: 081F1414
EFIS: 0815000231
Award Date01/02/2020
Closeout Date05/26/2022
Work DescriptionSlab & lane replacement with JPCP & precast conc pavement, place HMA.
Location DescriptionRiverside and San Diego County
QA Service Level1 (Verified on 03/20/2020)

Sample Information

Sample Taken Date07/20/2021 Sample Unique Key31
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 testing07/23/2021
Sample typeDepartment Acceptance A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byKevin Last name of sampler or witnessed byoluoha
Title of sampler Telephone number of sampler
Laboratory sample identification0424-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCA-Lake Elsinore Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

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

Test Details

DIME Sample ID: 2021-07-20-31
DIME Test ID: 2021-07-20-31-3
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: 2021-08-15

Test Results

Input Type: Calculated
Tester's full name: DavidR Valenzuela
Date of test: 08/12/2021
Temperature: 25 C
Final Dial reading (F1): 85 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 84 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 80 mm
Ball Penetration (P3): 1 mm
Resilience 1: 18 %
Resilience 2: 19 %
Resilience 3: 21 %
Average Resilience: 19 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/15/2021