Summary for Test 2025-06-05-81-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 1000234
DEA: 112N1774
EFIS: 1123000036
DIST-CO-RTE-PM11-SD-15,52-Var
Award Date06/24/2024
Closeout Date05/29/2026
Work DescriptionMICRO-SURFACING, HMA, PAVEMENT MARKING AND SHOULDER BACKING.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/11/2024)

Sample Information

Sample Taken Date06/05/2025 Sample Unique Key81
Date that the sample was received by the laboratory/organization performing the testing06/06/2025 Sample typeQuality Assurance
A brief description of the samplePlant Samples The quantity of what the sample constitutes1 bags
From where was the sample collectedSupplier First name of sampler or witnessed byGerardo
Last name of sampler or witnessed byGerardo Title of sampler
Telephone number of sampler6199366795 Laboratory sample identification25-06-05-81-A
Linked DIME Sample ID2025-06-05-80 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)Not Provided
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 Number21218080SR MM

Test Details

DIME Sample ID: 2025-06-05-81
DIME Test ID: 2025-06-05-81-2
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: 2025-07-09

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 07/09/2025
Clay Level (Test 1): 5.5
Sand Level (Test 1): 4
Clay Level (Test 2): 5.7
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 74
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/9/2025 ✔