Summary for Test 2024-02-15-3-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 215348
DEA: 060U4204
EFIS: 0616000004
DIST-CO-RTE-PM06-FRE-99-R4.9/11.6
Award Date02/25/2021
Closeout DateNot set
Work DescriptionCONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location DescriptionFRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
QA Service Level1 (Verified on 12/07/2020)

Sample Information

Sample Taken Date02/15/2024 Sample Unique Key3
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 testing02/15/2024
Sample typeQuality Assurance A brief description of the sampleColdfeed
The quantity of what the sample constitutes2 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byJonathon Last name of sampler or witnessed bychaney
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

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 collectedCold Feed Sampling Chute
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-02-15-3
DIME Test ID: 2024-02-15-3-2
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: 2024-02-16

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 02/16/2024
Clay reading: 5.7
Sand reading: 4.5
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/16/2024