Summary for Test 2021-09-13-29-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215687
DEA: 074W6104
EFIS: 0719000104
DIST-CO-RTE-PM07-LA-18-0.0/4.5
Award Date05/26/2021
Closeout DateNot set
Work DescriptionPLACE RUBBERIZED HMA (GAP GRADED).
Location DescriptionLOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138
QA Service Level1 (Verified on 07/01/2021)

Sample Information

Sample Taken Date09/13/2021 Sample Unique Key29
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 testing09/15/2021
Sample typeAcceptance 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 byWilliam Last name of sampler or witnessed byLucas
Title of sampler Telephone number of sampler
Laboratory sample identificationC007006 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite-Llano 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 HMA Design ID

Test Details

DIME Sample ID: 2021-09-13-29
DIME Test ID: 2021-09-13-29-3
Testing Lab: CT - 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: 2021-09-23

Test Results


Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 09/17/2021
Temperature: 25 C
Final Dial reading (F1): 78 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 81 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F3): 78 mm
Ball Penetration (P3): 0 mm
Resilience 1: 22 %
Resilience 2: 21 %
Resilience 3: 22 %
Average Resilience: 22 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/23/2021