Summary for Test 2021-05-21-27-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215033
DEA: 033H6504
EFIS: 0318000027
DIST-CO-RTE-PM03-NEV-49-8.3/8.7
Award Date08/07/2020
Closeout Date09/23/2021
Work DescriptionCONSTRUCT A TWO-WAY LEFT-TURN LANE AND 8' SHOULDERS.
Location DescriptionNEVADA COUNTY ON ROUTE 49 FROM 0.1 MILE SOUTH OF ROUND VALLEY ROAD TO 0.1 MILE NORTH OF QUAIL CREEK DRIVE
QA Service Level1 (Verified on 06/22/2020)

Sample Information

Sample Taken Date05/21/2021 Sample Unique Key27
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 testing06/11/2021
Sample typeAcceptance A brief description of the samplebinder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byS Last name of sampler or witnessed byAkinson
Title of samplerInspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) Number899713
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 Asphalt Rubber Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-05-21-27
DIME Test ID: 2021-05-21-27-3
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: 2021-06-21

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 06/18/2021
Temperature: 25 C
Final Dial reading (F1): 70 mm
Ball Penetration (P1): 0 mm
Final Dial reading (F2): 71 mm
Ball Penetration (P2): 0 mm
Final Dial reading (F3): 74 mm
Ball Penetration (P3): 0 mm
Resilience 1: 30 %
Resilience 2: 29 %
Resilience 3: 26 %
Average Resilience: 28 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 6/21/2021