Test 2021-07-30-23-3 (ASTM D5329-16) Summary

Project Information
Project IdentifiersProject ID: 215680
DEA: 010K4804
EFIS: 0120000102
DIST-CO-RTE-PM01-LAK-20-0.7/5.2,5.9/8.2
Work DescriptionRHMA OVERLAY, COLD PLANE AC PAVEMENT AND PRECOATED AGGREGATE.
Location DescriptionLAKE COUNTY NEAR UPPER LAKE FROM 0.1 MILE WEST OF BLUE LAKES ROAD TO 0.4 MILE WEST OF WITTER SPRINGS ROAD AND FROM 0.1 MILE EAST OF BACHELOR CREEK BRIDGE TO 0. 1 MILE WEST OF ROUTE 29
Sample Information
Sample Taken Date7/30/2021 Sample Unique Key23
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 testing8/20/2021
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder
The quantity of what the sample constitutes5 cans From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameWestern Emulsions - White City OR Transportation Laboratory (TL) Number000000
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: 2021-07-30-23
DIME Test ID: 2021-07-30-23-3
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: 2021-08-25
Test Results

Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/24/2021
Temperature: 25 C
Final Dial reading (F1): 72 mm
Ball Penetration (P1): 1 mm
Final Dial reading (F2): 72 mm
Ball Penetration (P2): 3 mm
Final Dial reading (F3): 74 mm
Ball Penetration (P3): 1 mm
Resilience 1: 29 %
Resilience 2: 31 %
Resilience 3: 27 %
Average Resilience: 29 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 08/25/2021