Test 2020-06-27-1-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 212600
DEA: 07293704
EFIS: 0713000239
DIST-CO-RTE-PM07-LA-110,405-8.0/9.0,12.2/13.2
Work DescriptionWIDEN SHOULDER AND AUXILIARY LANE OF CONNECTOR.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR CARSON ON ROUTE 110 FROM 0.2 MILE NORTH OF TORRANCE BOULEVARD UNDERCROSSING TO 190TH STREET UNDERCROSSING AND ON ROUTE 405 FROM MAIN STREET UNDERCROSSING TO 190TH STREET UNDERCROSSING
Sample Information
Sample Taken Date6/27/2020 Sample Unique Key1
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 testing6/30/2020
Sample typeVerification A brief description of the sample3/4" RMHA-G-SP 0.5% LAS
The quantity of what the sample constitutesPSUE 3 Bags Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byAlejandro Last name of sampler or witnessed byEsparza
Title of sampler Laboratory sample identification0390G-20
The fabricator/manufacturer/facility nameAll American Asphalt - 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)91-33-0005
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant number106835 A detailed description of where the material sample was collectedBelt Cut at All American Irwindale Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-06-27-1
DIME Test ID: 2020-06-27-1-6
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: 2020-07-07
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Kiet Phan
Date of test: 07/02/2020
Clay Level (Test 1): 4.6
Sand Level (Test 1): 3.5
Clay Level (Test 2): 4.6
Sand Level (Test 2): 3.6
Clay Level (Test 3): 4.8
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 77
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 75
Sand Equivalent:77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/07/2020