Summary for Test 2025-10-07-40-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994901
DEA: 112T3434
EFIS: 1120000081
DIST-CO-RTE-PM11-SD-805-5.1/8.3
Award Date01/29/2024
Closeout DateNot set
Work DescriptionSOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL.
Location DescriptionSAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING
QA Service Level1 (Verified on 03/21/2024)

Sample Information

Sample Taken Date10/07/2025 Sample Unique Key40
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 testing10/09/2025
Sample typePer Request A brief description of the samplePlant Sample
The quantity of what the sample constitutes1 bag 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 identification2025-10-07-40-A Linked DIME Sample ID2025-10-07-39
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 Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number220200 Otay Val

Test Details

DIME Sample ID: 2025-10-07-40
DIME Test ID: 2025-10-07-40-2
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: 2025-10-22

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 10/21/2025
Clay Level (Test 1): 5.6
Sand Level (Test 1): 4.2
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.3
Clay Level (Test 3): 5.6
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 74
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 10/22/2025