Summary for Test 2025-10-10-2-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1000850
DEA: 061G8204
EFIS: 0624000169
DIST-CO-RTE-PM06-FRE-33-46.8/47.4,53.4/61.4
Award Date04/01/2025
Closeout DateNot set
Work DescriptionPARTIAL DEPTH RECYCLING AND HMA.
Location DescriptionFRESNO COUNTY IN AND NEAR MENDOTA FROM 0.4 MILE NORTH OF KAMM AVENUE TO MOUNTAIN VIEW AVENUE AND FROM ADAMS AVENUE TO BELMONT AVENUE
QA Service Level1 (Verified on 12/16/2024)

Sample Information

Sample Taken Date10/10/2025 Sample Unique Key2
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 testing10/09/2025
Sample typeAcceptance A brief description of the sample3/4 cold field
The quantity of what the sample constitutes0-750 Tons @ 95T From where was the sample collectedManufacturer
First name of sampler or witnessed byTomas Last name of sampler or witnessed bySilva
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namevulcan materials (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)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 collectedBelt Cut at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number221534 Lot number1
Sublot number2 Aggregate Mix Number

Test Details

DIME Sample ID: 2025-10-10-2
DIME Test ID: 2025-10-10-2-2
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: 2025-10-13

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 10/10/2025
Clay reading: 5.1
Sand reading: 3.9
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/13/2025