Summary for Test 2021-08-25-10-3

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 DateNot set
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 Date08/25/2021 Sample Unique Key10
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/26/2021
Sample typeAcceptance A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutes1 GALLON CAN From where was the sample collectedSource
First name of sampler or witnessed byMichael Last name of sampler or witnessed byCHITTENDEN
Title of samplerConsultant Tester Telephone number of sampler5307905033
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Bradshaw Transportation Laboratory (TL) Number799187
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 number1
Sublot number15 HMA Design ID

Test Details

DIME Sample ID: 2021-08-25-10
DIME Test ID: 2021-08-25-10-3
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: 2021-09-02

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/31/2021
Temperature: 25 C
Final Dial reading (F1): 63 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 63 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 62 mm
Ball Penetration (P3): 0 mm
Resilience 1: 37 %
Resilience 2: 37 %
Resilience 3: 38 %
Average Resilience: 37 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 9/2/2021