Summary for Test 2024-05-24-30-1

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 995450
DEA: 09368004
EFIS: 0917000011
DIST-CO-RTE-PM09-MNO-395-91.6/93.4
Award Date02/29/2024
Closeout DateNot set
Work DescriptionHOT MIX ASPHALT (TYPE A), RAIL ELEMENT WALL, AND ROADWAY EXCAVATION.
Location DescriptionMONO COUNTY ABOUT 16 MILES NORTH OF BRIDGEPORT FROM BURCHAM FLAT ROAD TO 0.3 MILE SOUTH OF ROUTE 108
QA Service Level1 (Verified on 01/18/2024)

Sample Information

Sample Taken Date05/24/2024 Sample Unique Key30
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 testing05/24/2024
Sample typeAcceptance A brief description of the sample3" Minus Backfill
The quantity of what the sample constitutes1 Bag of Structrual Backfill From where was the sample collectedJob Site
First name of sampler or witnessed byMark Last name of sampler or witnessed byMahoney
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification3924 Linked DIME Sample ID
The fabricator/manufacturer/facility namePapich Construction 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)00-00-0000
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 at Job Site
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-05-24-30
DIME Test ID: 2024-05-24-30-1
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: 2024-06-04

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 05/31/2024
Clay Level (Test 1): 11.8
Sand Level (Test 1): 2.9
Clay Level (Test 2): 11.4
Sand Level (Test 2): 3.1
Clay Level (Test 3): 11.6
Sand Level (Test 3): 2.9
Sand Equivalent (Test 1): 25
Sand Equivalent (Test 2): 28
Sand Equivalent (Test 3): 25
Sand Equivalent: 26
General comments (publicly viewable) (Max 1000 characters): ST BF - 01

Test was verified on 6/4/2024