Summary for Test 2022-10-04-70-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date10/04/2022 Sample Unique Key70
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 testing10/07/2022
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA-A
The quantity of what the sample constitutes1600 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 sampleMix 220831 A
The plant numberIrwindale Hot Plant 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 number220831 A Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-10-04-70
DIME Test ID: 2022-10-04-70-3
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: 2022-11-08

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Victor Pham
Date of test: 10/12/2022
Clay Level (Test 1): 6.5
Sand Level (Test 1): 4
Clay Level (Test 2): 6.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 6.4
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 62
Sand Equivalent (Test 2): 63
Sand Equivalent (Test 3): 63
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/8/2022