Summary for Test 2025-06-19-23-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 995239
DEA: 060W9104
EFIS: 0618000011
DIST-CO-RTE-PM06-TUL-99-27.6/30.6
Award Date09/17/2024
Closeout DateNot set
Work DescriptionHMA, RHMA-G, JOINTED PLAIN CONC PVMT (RSC) AND STBB (TYPE M).
Location DescriptionTULARE COUNTY IN AND NEAR TULARE FROM PAIGE AVENUE OVERCROSSING TO PROSPERITY AVENUE OVERCROSSING.
QA Service Level1 (Verified on 10/14/2024)

Sample Information

Sample Taken Date06/19/2025 Sample Unique Key23
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 testing06/18/2025
Sample typeQuality Assurance A brief description of the sampleHMA Type A
The quantity of what the sample constitutes2 Bags Cold Feed + 1 Bag Rap From where was the sample collectedSource
First name of sampler or witnessed byQuality Last name of sampler or witnessed byControl
Title of samplerQC Telephone number of sampler
Laboratory sample identificationL1SL64 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMMV - Visalia 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)91-54-0038
The fabricator's/manufacturer's product name for the sample53S125-2401 (7709) The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSample Chute
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number64 Aggregate Mix Number25J003

Test Details

DIME Sample ID: 2025-06-19-23
DIME Test ID: 2025-06-19-23-2
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2025-06-20

Test Results


How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: Chris Elias
Date of test: 06/20/2025
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 65
Sand Equivalent: 66
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/20/2025