Summary for Test 2022-07-16-24-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout Date02/22/2024
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date07/16/2022 Sample Unique Key24
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 testing07/29/2022
Sample typeAcceptance A brief description of the sample1/2" RHMA-O
The quantity of what the sample constitutes1 can From where was the sample collectedJob Site
First name of sampler or witnessed byEmilio Last name of sampler or witnessed byChavez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2022-07-16-21
The fabricator/manufacturer/facility nameTeichert Perkins 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 number2
Sublot number18 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-16-24
DIME Test ID: 2022-07-16-24-3
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2022-08-10

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/10/2022
Temperature: 25 C
Final Dial reading (F1): 56 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 56 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 61 mm
Ball Penetration (P3): 2 mm
Resilience 1: 45 %
Resilience 2: 45 %
Resilience 3: 41 %
Average Resilience: 44 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/10/2022