Summary for Test 2024-11-07-19-3

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 Date11/07/2024 Sample Unique Key19
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 testing11/08/2024
Sample typeAcceptance A brief description of the sample1/2 WMA-A R25
The quantity of what the sample constitutes750-1500Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials HMA - Sun Valley Transportation Laboratory (TL) NumberC110624C
Inspector Lot Number from the Transportation Laboratory (TL) FormKH203C 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 sample1/2 WMA-A R25 The fabricator/manufacturer designation for the sample
The plant numberSun Valley A detailed description of where the material sample was collectedBelt Discharge
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number320200W SVA VLO Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-11-07-19
DIME Test ID: 2024-11-07-19-3
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: 2024-11-25

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Kevin Hopkins
Date of test: 11/12/2024
Clay Level (Test 1): 5.3
Sand Level (Test 1): 4
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.3
Clay Level (Test 3): 5.7
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 76
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/25/2024