Summary for Test 2021-05-24-18-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215390
DEA: 061A9604
EFIS: 0620000138
DIST-CO-RTE-PM06-TUL-99-41.3/52.0
Award Date02/02/2021
Closeout Date11/22/2021
Work DescriptionCOLD PLANE PAVEMENT AND PLACE RHMA (OGFC).
Location DescriptionTULARE COUNTY NEAR GOSHEN FROM 0.2 MILE NORTH OF GOSHEN OVERHEAD TO 0.2 MILE NORTH OF DODGE AVENUE OVERCROSSING
QA Service Level1 (Verified on 01/04/2021)

Sample Information

Sample Taken Date05/24/2021 Sample Unique Key18
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 testing06/02/2021
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 byB Last name of sampler or witnessed byBurkey
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number804290
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: 2021-05-24-18
DIME Test ID: 2021-05-24-18-3
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: 2021-07-29

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 06/15/2021
Temperature: 25 C
Final Dial reading (F1): 100 mm
Ball Penetration (P1): 5 mm
Final Dial reading (F2): 104 mm
Ball Penetration (P2): 6 mm
Final Dial reading (F3): 104 mm
Ball Penetration (P3): 6 mm
Resilience 1: 5 %
Resilience 2: 2 %
Resilience 3: 2 %
Average Resilience: 3 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 7/29/2021