Summary for Test 2025-04-09-12-4

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 995482
DEA: 112T36U4
EFIS: 1122000243
DIST-CO-RTE-PM11-SD-5-37.4-52.6
Award Date10/20/2023
Closeout DateNot set
Work DescriptionI-5 NCC SEGMENT 4C
Location DescriptionI-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing
QA Service Level1 (Verified on 11/20/2023)

Sample Information

Sample Taken Date04/09/2025 Sample Unique Key12
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 testing04/11/2025
Sample typeQuality Assurance A brief description of the samplePSU
The quantity of what the sample constitutes2 bags From where was the sample collectedSupplier
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byCordero
Title of samplerTET Telephone number of sampler
Laboratory sample identification25-04-09-12 PSU Linked DIME Sample ID2025-04-09-11
The fabricator/manufacturer/facility nameMartin Marietta 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: 2025-04-09-12
DIME Test ID: 2025-04-09-12-4
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: 2025-04-22

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 04/18/2025
Clay Level (Test 1): 5.6
Sand Level (Test 1): 4
Clay Level (Test 2): 5.6
Sand Level (Test 2): 4
Clay Level (Test 3): 5.7
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 65
Sand Equivalent: 70
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/22/2025