Summary for Test 2025-02-20-31-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1000115
DEA: 060Y7604
EFIS: 0619000024
DIST-CO-RTE-PM06-FRE-L5506,L5725-
Award Date05/08/2024
Closeout Date07/27/2026
Work DescriptionMODIFICATION OF ELECTRICAL SYSTEM.
Location DescriptionFRESNO COUNTY IN FRESNO AT THE WEST AVENUE MAINTENANCE STATION 1283 NORTH WEST AVENUE AND AT THE DISTRICT OFFICE 1352 WEST OLIVE AVENUE
QA Service Level1 (Verified on 02/26/2024)

Sample Information

Sample Taken Date02/20/2025 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing02/20/2025 Sample typeAcceptance
A brief description of the sample1/2 HMA ColdFeed The quantity of what the sample constitutes20 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byNoah
Last name of sampler or witnessed byHunt Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Ashlan
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)Vulcan Materials
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 collectedColdfeed Chute
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2025-02-20-31
DIME Test ID: 2025-02-20-31-2
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: 2025-03-04

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 02/20/2025
Clay reading: 5.1
Sand reading: 4.1
Sand Equivalent: 81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/4/2025 ✔