Summary for Test 2023-10-18-24-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994330
DEA: 09366404
EFIS: 0916000006
DIST-CO-RTE-PM09-MNO-395-58.2/60.4
Award DateNot set
Closeout DateNot set
Work DescriptionHOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION.
Location DescriptionMONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD
QA Service Level1 (Verified on 07/31/2023)

Sample Information

Sample Taken Date10/18/2023 Sample Unique Key24
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 testing10/19/2023
Sample typeDepartment Acceptance A brief description of the sample1" , Sand - Con Aggs
The quantity of what the sample constitutes16 Cubic Yards From where was the sample collectedSource
First name of sampler or witnessed byJeffery Last name of sampler or witnessed byPuente
Title of samplerQA Telephone number of sampler6614400636
Laboratory sample identificationCon Aggs 03 Linked DIME Sample ID
The fabricator/manufacturer/facility name7-11 Materials Bishop 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)91-29-0006
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 collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number750416A6 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-10-18-24
DIME Test ID: 2023-10-18-24-3
Testing Lab: CT D09 - Bishop 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: 2023-10-20

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 10/20/2023
Clay reading: 5.1
Sand reading: 4.1
Sand Equivalent: 81
General comments (publicly viewable) (Max 1000 characters): Con Sand 03

Test was verified on 10/20/2023