Summary for Test 2024-12-17-47-4

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1000187
DEA: 112N1674
EFIS: 1122000280
DIST-CO-RTE-PM11-IMP-86-R34.8/64.1
Award Date06/04/2024
Closeout Date06/09/2025
Work DescriptionPOLYESTER CONCRETE OVERLAY, APPLY METHACRYLATE,& JOINT SEALS.
Location DescriptionIMPERIAL COUNTY AT VARIOUS LOCATIONS FROM TRIFOLIUM CANAL BRIDGE (58-0017) TO GODETIA DITCH BRIDGE (58-0067)
QA Service Level1 (Verified on 06/11/2024)

Sample Information

Sample Taken Date12/17/2024 Sample Unique Key47
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 testing01/08/2025
Sample typeQuality Assurance A brief description of the samplePSU
The quantity of what the sample constitutes6 bags From where was the sample collectedSupplier
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byMcCovy
Title of samplerTET Telephone number of sampler6193722435
Laboratory sample identification1501-PSU Linked DIME Sample ID2024-12-17-46
The fabricator/manufacturer/facility nameAPI Gateway 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)91-13-0057
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number39

Test Details

DIME Sample ID: 2024-12-17-47
DIME Test ID: 2024-12-17-47-4
Testing Lab: CT D11 - District 11 Materials 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: 2025-01-17

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 01/16/2025
Clay Level (Test 1): 5.1
Sand Level (Test 1): 4.4
Clay Level (Test 2): 4.8
Sand Level (Test 2): 4.3
Clay Level (Test 3): 5
Sand Level (Test 3): 4.4
Sand Equivalent (Test 1): 87
Sand Equivalent (Test 2): 90
Sand Equivalent (Test 3): 88
Sand Equivalent: 89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/17/2025