Summary for Test 2024-08-21-17-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 995124
DEA: 060X3004
EFIS: 0618000051
DIST-CO-RTE-PM06-FRE-33-69.4/71.5
Award Date02/06/2024
Closeout DateNot set
Work DescriptionREPLACE ROADWAY PAVEMENT.
Location DescriptionFRESNO COUNTY IN AND NEAR FIREBAUGH FROM MORRIS KYLE DRIVE TO LYON AVENUE
QA Service Level1 (Verified on 10/25/2023)

Sample Information

Sample Taken Date08/21/2024 Sample Unique Key17
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 testing08/22/2024
Sample typeQuality Assurance A brief description of the sample3/4 HMA Aggregate
The quantity of what the sample constitutes750-1500 Tons Produced From where was the sample collectedManufacturer
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of samplerSenior Materials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSanta Fe Aggregate Winton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Santa Fe Aggregates Winton
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedAutomatic Sampling Device @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number2
Sublot number9 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-08-21-17
DIME Test ID: 2024-08-21-17-2
Testing Lab: CT D06 - Millbrook 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: 2024-08-22

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/22/2024
Clay reading: 4.7
Sand reading: 3.8
Sand Equivalent: 81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2024