Test 2020-10-20-7-3 (ASTM D5329-16) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date10/20/2020 Sample Unique Key7
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 testing10/23/2020
Sample typeAcceptance A brief description of the sampleAsphalt Rubber Binder
The quantity of what the sample constitutesARB Rcvd 2 cans #21 Test From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number853473
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: 2020-10-20-7
DIME Test ID: 2020-10-20-7-3
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: 2020-10-29
Test Results

Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 10/27/2020
Temperature: 25 C
Final Dial reading (F1): 75 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 77 mm
Ball Penetration (P3): 0 mm
Resilience 1: 25 %
Resilience 2: 25 %
Resilience 3: 23 %
Average Resilience: 24 %
General comments (publicly viewable) (Max 1000 characters): As per 2018 Standard Spec.

Test was verified on 10/29/2020