Summary for Test 2024-04-30-26-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993387
DEA: 07323404
EFIS: 0716000064
DIST-CO-RTE-PM07-LA-5-R59.5/R67.9
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date04/30/2024 Sample Unique Key26
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 testing04/30/2024
Sample typeDepartment Acceptance A brief description of the sample3/4" WMA-SP
The quantity of what the sample constitutes5 Bags of Aggregate From where was the sample collectedSource
First name of sampler or witnessed byAvo Last name of sampler or witnessed byKarajian
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Sun Valley Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0035
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 collectedBin Vulcan Materials-Sun Valley 3
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: 2024-04-30-26
DIME Test ID: 2024-04-30-26-2
Testing Lab: CT D07 - Plant Services
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: 2024-05-20

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 05/02/2024
Clay Level (Test 1): 5.1
Sand Level (Test 1): 3.2
Clay Level (Test 2): 5.5
Sand Level (Test 2): 3.3
Clay Level (Test 3): 5.2
Sand Level (Test 3): 3.2
Sand Equivalent (Test 1): 63
Sand Equivalent (Test 2): 60
Sand Equivalent (Test 3): 62
Sand Equivalent: 62
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/20/2024