Test 2021-06-30-34-3 (ASTM D5329-16) Summary

Project Information
Project IdentifiersProject ID: 215253
DEA: 021J4804
EFIS: 0220000083
DIST-CO-RTE-PM02-SHA,TRI-36-8.0/11.912,27.1/R41.139
Work DescriptionASPHALT RUBBER CHIP SEAL AND TRAFFIC STRIPE.
Location DescriptionSHASTA AND TRINITY COUNTIES AT AND NEAR PLATINA FROM 0.4 MILE EAST OF MIDDLE FORK COTTONWOOD CREEK BRIDGE TO BEEGUM CREEK BRIDGE AND FROM 1.3 MILES EAST OF BRAMLET ROAD TO SHASTA COUNTY LINE
Sample Information
Sample Taken Date6/30/2021 Sample Unique Key34
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 testing8/3/2021
Sample typeAcceptance A brief description of the sampleRUBBER
The quantity of what the sample constitutes1 OF 1 CAN From where was the sample collectedSource
First name of sampler or witnessed byMat Last name of sampler or witnessed byB
Title of samplerARE Laboratory sample identification
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number823540
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 58-22 Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-06-30-34
DIME Test ID: 2021-06-30-34-3
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: 2021-08-06
Test Results

Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/05/2021
Temperature: 25 C
Final Dial reading (F1): 65 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 64 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 66 mm
Ball Penetration (P3): 0 mm
Resilience 1: 36 %
Resilience 2: 36 %
Resilience 3: 34 %
Average Resilience: 35 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 08/06/2021