Test 2021-07-13-26-3 (ASTM D5329-16) Summary

Project Information
Project IdentifiersProject ID: 214175
DEA: 030H4804
EFIS: 0315000198
DIST-CO-RTE-PM03-SAC-99-0.1/1.6,11.8/21.6
Work DescriptionCOLD PLANE AC PAVEMENT AND RHMA OVERLAY.
Location DescriptionSACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD
Sample Information
Sample Taken Date7/13/2021 Sample Unique Key26
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 testing7/26/2021
Sample typeAcceptance A brief description of the sample Rubberized PG64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJacob Last name of sampler or witnessed byGregory
Title of samplerInspector Laboratory sample identification
The fabricator/manufacturer/facility nameGeorge Reed - Rio Linda Transportation Laboratory (TL) Number880127
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: 2021-07-13-26
DIME Test ID: 2021-07-13-26-3
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: 2021-07-28
Test Results

Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/27/2021
Temperature: 25 C
Final Dial reading (F1): 78 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 76 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 78 mm
Ball Penetration (P3): 4 mm
Resilience 1: 25 %
Resilience 2: 27 %
Resilience 3: 26 %
Average Resilience: 26 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 07/28/2021