Summary for Test 2024-08-19-25-3

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 1000165
DEA: 09392504
EFIS: 0923000029
DIST-CO-RTE-PM09-INY-395-R17.2/25.8
Award Date06/26/2024
Closeout Date12/02/2024
Work DescriptionHOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING.
Location DescriptionINYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date08/19/2024 Sample Unique Key25
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 testing08/20/2024
Sample typeVerification A brief description of the sample1/2" agg
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byJosh Last name of sampler or witnessed byHubartt
Title of samplerTET Telephone number of sampler
Laboratory sample identificationPSU1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSolari plant Granite Arvin Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)granite arvin
The fabricator's/manufacturer's product name for the sample1/2" cold feed The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt device at plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-08-19-25
DIME Test ID: 2024-08-19-25-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2024-08-22

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 08/21/2024
Bulk dry specific gravity: 2.702
Average uncompacted voids: 47.5 %
General comments (publicly viewable) (Max 1000 characters): PSE-01 1/2"

Test was verified on 8/22/2024