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
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
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 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, Unit 1841
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