Test 2019-06-29-2-6 (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 Date6/29/2019 Sample Unique Key2
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 testing7/3/2019
Sample typeVerification A brief description of the sample1/2 HMA-A-SP R15
The quantity of what the sample constitutesJMF 6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Irwindale Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0401A-19
The fabricator/manufacturer/facility nameFish Canyon - 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::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample320819A IRW LTR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-06-29-2
DIME Test ID: 2019-06-29-2-6
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: 2019-08-22
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 07/08/2019
Clay Level (Test 1): 6.7
Sand Level (Test 1): 3.4
Clay Level (Test 2): 6.3
Sand Level (Test 2): 3.4
Clay Level (Test 3): 6.5
Sand Level (Test 3): 3.4
Sand Equivalent (Test 1): 51
Sand Equivalent (Test 2): 54
Sand Equivalent (Test 3): 53
Sand Equivalent:53
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019