Summary for Test 2023-12-12-30-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994102
DEA: 11430644
EFIS: 1119000045
DIST-CO-RTE-PM11-SD-905-12.0
Award Date10/28/2022
Closeout Date05/06/2025
Work DescriptionCONSTRUCT WEIGH-IN-MOTION FACILITY, CRCP, HMA, AND RETAINING WALL.
Location DescriptionSAN DIEGO COUNTY NEAR SAN DIEGO AT OTAY MESA COMMERCIAL VEHICLE ENFORCEMENT FACILITY
QA Service Level1 (Verified on 08/24/2022)

Sample Information

Sample Taken Date12/12/2023 Sample Unique Key30
Date that the sample was received by the laboratory/organization performing the testing12/13/2023 Sample typeQuality Assurance
A brief description of the sample3/4" HMA PSU The quantity of what the sample constitutes12 boxes 3 bags
From where was the sample collectedSource First name of sampler or witnessed byJesse
Last name of sampler or witnessed byFuentes Title of sampler
Telephone number of sampler Laboratory sample identification8315-PSU
Linked DIME Sample ID2023-12-12-29 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)N/A
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 collectedStockpile @ Plant
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 Number

Test Details

DIME Sample ID: 2023-12-12-30
DIME Test ID: 2023-12-12-30-3
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: 2024-01-17

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 12/19/2023
Clay Level (Test 1): 5.6
Sand Level (Test 1): 4
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.7
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 74
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/17/2024 ✔