Summary for Test 2025-01-15-26-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 995085
DEA: 07322904
EFIS: 0716000059
DIST-CO-RTE-PM07-LA-27-0.0/18.6
Award Date11/06/2023
Closeout DateNot set
Work DescriptionREMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
QA Service Level1 (Verified on 09/11/2023)

Sample Information

Sample Taken Date01/15/2025 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 testing01/15/2025
Sample typeQuality Assurance A brief description of the sample1/2 AC Combined Aggregate
The quantity of what the sample constitutes15 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byHonesto Last name of sampler or witnessed byCastillo
Title of samplerMREAS Telephone number of sampler2134537563
Laboratory sample identification003A Linked DIME Sample ID2025-01-15-27
The fabricator/manufacturer/facility nameVulcan Materials Co.-Sun Valley Transportation Laboratory (TL) NumberC 003445
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)91-19-0035
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 collectedHMA Plant Cold Feed
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 Number

Test Details

DIME Sample ID: 2025-01-15-26
DIME Test ID: 2025-01-15-26-2
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: 2025-03-11

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Honesto Castillo
Date of test: 01/16/2025
Clay Level (Test 1): 4.8
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.7
Sand Level (Test 2): 3.7
Clay Level (Test 3): 4.9
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 80
Sand Equivalent: 79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/11/2025