Summary for Test 2021-06-21-14-2

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215412
DEA: 061A9404
EFIS: 0620000141
DIST-CO-RTE-PM06-FRE-5-20.0/21.0,30.9/37.3
Award Date02/18/2021
Closeout Date11/23/2021
Work DescriptionCOLD PLANE AND REPLACE WITH RHMA (TYPE O).
Location DescriptionFRESNO COUNTY FROM 2 MILES NORTH OF ROUTE 5/33/145 SEPARATION TO SOUTH DERRIC AVENUE OVERCROSSING AND FROM 1 MILE NORTH OF ROUTE 5/33 SEPARATION TO 1.1 MILES SOUTH OF KAMM AVENUE OVERCROSSING
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date06/21/2021 Sample Unique Key14
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 testing06/25/2021
Sample typeAcceptance A brief description of the sampleRubberized PG64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJose Last name of sampler or witnessed byGranite Tech
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite - Coalinga Transportation Laboratory (TL) Numberc040386
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplierSan Joaquin Refining Co Inc
Performance GradePG 64-16 Lot number2
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2021-06-21-14
DIME Test ID: 2021-06-21-14-2
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: 2021-07-01

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 07/01/2021
Temperature: 25 C
Final Dial reading (F1): 88 mm
Ball Penetration (P1): 3 mm
Final Dial reading (F2): 88 mm
Ball Penetration (P2): 5 mm
Final Dial reading (F3): 89 mm
Ball Penetration (P3): 5 mm
Resilience 1: 15 %
Resilience 2: 17 %
Resilience 3: 16 %
Average Resilience: 16 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications

Test was verified on 7/1/2021