Summary for Test 2023-08-13-1-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994884
DEA: 061A3204
EFIS: 0619000233
DIST-CO-RTE-PM06-FRE-180-R62.9/R65.3
Award Date03/07/2023
Closeout Date04/07/2025
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/27/2023)

Sample Information

Sample Taken Date08/13/2023 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing08/13/2023 Sample typeQuality Assurance
A brief description of the sampleColdfeed The quantity of what the sample constitutes217
From where was the sample collectedManufacturer First name of sampler or witnessed byArthur
Last name of sampler or witnessed byMills Title of samplerConsultant
Telephone number of sampler8033087727 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 nameHwy 180
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 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 number1
Sublot number12 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-13-1
DIME Test ID: 2023-08-13-1-2
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: 2023-08-17

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/10/2023
Clay reading: 5.5
Sand reading: 4.5
Sand Equivalent: 82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/17/2023 ✔