Summary for Test 2025-12-09-32-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1001056
DEA: 112N2074
EFIS: 1123000286
DIST-CO-RTE-PM11-SD-54,805-Var
Award Date05/23/2025
Closeout DateNot set
Work DescriptionGRIND BRIDGE DECKS, POLYESTER CONCRETE OVERLAY, REPAIR APPROACH SLABS.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/30/2025)

Sample Information

Sample Taken Date12/09/2025 Sample Unique Key32
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 testing12/10/2025
Sample typeProduction Start-Up A brief description of the samplePSU
The quantity of what the sample constitutes3 bags From where was the sample collectedSource
First name of sampler or witnessed byMohammed Last name of sampler or witnessed byMasud
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Otay 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)91-37-0035
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 Number320200 Otay Val

Test Details

DIME Sample ID: 2025-12-09-32
DIME Test ID: 2025-12-09-32-3
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: 2025-12-17

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 12/19/2025
Clay Level (Test 1): 5.8
Sand Level (Test 1): 4
Clay Level (Test 2): 5.4
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.8
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 69
Sand Equivalent (Test 2): 76
Sand Equivalent (Test 3): 71
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/17/2025