Summary for Test 2021-08-04-14-3

Test performed: ASTM D5329-16

Project Information

Project IdentifiersProject ID: 215465
DEA: 061A8804
EFIS: 0620000178
DIST-CO-RTE-PM06-FRE-145-0.0/6.0
Award Date03/18/2021
Closeout Date03/02/2022
Work DescriptionCOLD PLANE AC PAVEMENT AND RESURFACE ROADWAY WITH HMA AND RHMA.
Location DescriptionFRESNO COUNTY NEAR FIVE POINTS FROM ROUTE 145/5 SEPARATION TO COLUSA AVENUE.
QA Service Level1 (Verified on 02/08/2021)

Sample Information

Sample Taken Date08/04/2021 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 testing08/09/2021
Sample typeAcceptance A brief description of the sampleRubberized PG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byRick Last name of sampler or witnessed by_
Title of samplerGranite Tech Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Coalinga Transportation Laboratory (TL) Numberc039914
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: 2021-08-04-14
DIME Test ID: 2021-08-04-14-3
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: 2021-08-16

Test Results


Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/12/2021
Temperature: 25 C
Final Dial reading (F1): 87 mm
Ball Penetration (P1): 4 mm
Final Dial reading (F2): 85 mm
Ball Penetration (P2): 2 mm
Final Dial reading (F3): 85 mm
Ball Penetration (P3): 4 mm
Resilience 1: 17 %
Resilience 2: 17 %
Resilience 3: 19 %
Average Resilience: 18 %
Minutes Reaction: no data
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 8/16/2021