Test 2021-08-27-22-3 (ASTM D5329-16) Summary

Project Information
Project IdentifiersProject ID: 215530
DEA: 051N1704
EFIS: 0520000136
DIST-CO-RTE-PM05-SB-135-1.0/R7.2
Work DescriptionConstruct pavement using partial depth recycling and pave with RHMA
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY NEAR LOS ALAMOS FROM 0.3 MILE NORTH OF DEN STREET TO SAN ANTONIO CREEK BRIDGE
Sample Information
Sample Taken Date8/27/2021 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 testing9/3/2021
Sample typeAcceptance A brief description of the samplePG64-16 ARB
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byGabe Last name of sampler or witnessed byAlvares
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Buellton Transportation Laboratory (TL) Numberc210827B
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 number1
Sublot number1 HMA Design ID
Test Details
DIME Sample ID: 2021-08-27-22
DIME Test ID: 2021-08-27-22-3
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: 2021-09-08
Test Results

Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 09/07/2021
Temperature: 25 C
Final Dial reading (F1): 68 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 68 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 70 mm
Ball Penetration (P3): 0 mm
Resilience 1: 32 %
Resilience 2: 32 %
Resilience 3: 30 %
Average Resilience: 31 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 09/08/2021