Summary for Test 2022-12-01-25-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date05/27/2016
Closeout Date08/01/2023
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date12/01/2022 Sample Unique Key25
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 testing12/05/2022
Sample typeDepartment Acceptance A brief description of the sample3/4 HMA-SP Type A
The quantity of what the sample constitutes400 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of sampler Telephone number of sampler2137924794
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Irwindale 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 numberIrwindale 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 Size3/4 inch
The concrete mix design number220817A IRW SJR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-12-01-25
DIME Test ID: 2022-12-01-25-3
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: 2023-01-05

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A.Truong
Date of test: 12/06/2022
Clay Level (Test 1): 4.8
Sand Level (Test 1): 3.5
Clay Level (Test 2): 4.9
Sand Level (Test 2): 3.4
Clay Level (Test 3): 4.8
Sand Level (Test 3): 3.4
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 71
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/5/2023