Summary for Test 2021-06-25-8-2

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215093
DEA: 101C2804
EFIS: 1014000134
DIST-CO-RTE-PM10-SJ-99-30.9/31.3
Award Date10/21/2020
Closeout Date08/30/2023
Work DescriptionRAISED BRIDGES, REALIGN RAMPS AND CONSTRUCT AUXILIARY LANE.
Location DescriptionSAN JOAQUIN COUNTY IN LODI FROM 0.4 MILE SOUTH OF ROUTE 12/99 SEPARATION TO 0.3 MILE SOUTH OF TURNER ROAD OVERCROSSING
QA Service Level1 (Verified on 08/21/2020)

Sample Information

Sample Taken Date06/25/2021 Sample Unique Key8
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 testing07/02/2021
Sample typeAcceptance A brief description of the sampleRubberzied PG64-16
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byJason Last name of sampler or witnessed byDehoff
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Numberc034926
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 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-25-8
DIME Test ID: 2021-06-25-8-2
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: 2021-07-09

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/08/2021
Temperature: 25 C
Final Dial reading (F1): 76 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 75 mm
Ball Penetration (P2): 1 mm
Final Dial reading (F3): 78 mm
Ball Penetration (P3): 2 mm
Resilience 1: 24 %
Resilience 2: 26 %
Resilience 3: 24 %
Average Resilience: 25 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 7/9/2021