Test 2021-08-06-22-3 (ASTM D5329-16) Summary

Project Information
Project IdentifiersProject ID: 214921
DEA: 09367404
EFIS: 0916000025
DIST-CO-RTE-PM09-KER-14-R4.7/R12.6
Work DescriptionCONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
Sample Information
Sample Taken Date8/6/2021 Sample Unique Key22
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 testing8/9/2021
Sample typeVerification 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 byLokliam Last name of sampler or witnessed byLucas
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite-Big Rock 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 JMF Verification ID
Test Details
DIME Sample ID: 2021-08-06-22
DIME Test ID: 2021-08-06-22-3
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: 2021-08-15
Test Results

Input Type: Calculated
Tester's full name: DavidR Valenzuela
Date of test: 08/12/2021
Temperature: 25 C
Final Dial reading (F1): 81 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 77 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 80 mm
Ball Penetration (P3): 2 mm
Resilience 1: 24 %
Resilience 2: 24 %
Resilience 3: 22 %
Average Resilience: 23 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/15/2021