Test 2021-05-04-14-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 213603
DEA: 07301504
EFIS: 0714000020
DIST-CO-RTE-PM07-LA-1,10-R34.6/35.2,R2.1/18.4
Work DescriptionREPLACING CONCRETE AND AC PAVEMENT
Location DescriptionLOS ANGELES COUNTY IN SANTA MONICA AND LOS ANGELES ON ROUTE 1 FROM 0.1 MILE WEST OF MAIN STREET OVERCROSSING TO ROUTE 1/10 SEPARATION AND ON ROUTE 10 FROM ROUTE 1/10 SEPARATION TO ROUTE 5/10 SEPARATION AND AT ROUTE 10/110 SEPARATION
Sample Information
Sample Taken Date5/4/2021 Sample Unique Key14
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 testing5/7/2021
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes3 Bags Coldfeed Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Materials Irwindale Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0264A-21
The fabricator/manufacturer/facility nameVulcan Materials 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 or name of Pit)91-19-0035
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number220831A IRW LTR A detailed description of where the material sample was collectedBelt Cut at Vulcan Materials-Irwindale
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-05-04-14
DIME Test ID: 2021-05-04-14-6
Testing Lab: CT - Southern Regional Laboratory
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: 2021-05-21
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 05/18/2021
Clay Level (Test 1): 5.3
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.5
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 70
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 73
Sand Equivalent:72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/21/2021