Summary for Test 2025-06-26-34-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993141
DEA: 060V1204
EFIS: 0616000207
DIST-CO-RTE-PM06-MAD-99-R6.9/R7.6
Award Date06/22/2022
Closeout Date12/02/2025
Work DescriptionCottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location DescriptionMADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
QA Service Level1 (Verified on 07/28/2021)

Sample Information

Sample Taken Date06/26/2025 Sample Unique Key34
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 testing06/26/2025
Sample typeAcceptance A brief description of the sample3/4 cold feed and rap
The quantity of what the sample constitutes125T From where was the sample collectedManufacturer
First name of sampler or witnessed byTomas Last name of sampler or witnessed bySilva
Title of samplerMREA Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namevulcan materials 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)91-20-0016
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 collectedConveyer Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number6
Sublot number2 Aggregate Mix Number

Test Details

DIME Sample ID: 2025-06-26-34
DIME Test ID: 2025-06-26-34-2
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: 2025-07-01

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 06/27/2025
Clay reading: 5.1
Sand reading: 4
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/1/2025