Test 2021-01-30-2-6 (AASHTO T176-08) Summary

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Project Information
Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
Sample Information
Sample Taken Date1/30/2021 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 testing2/3/2021
Sample typeVerification A brief description of the samplePSUE 1/2" RMHA-G-SP 0.50% LAS Aggregate
The quantity of what the sample constitutes5 Bags Coldfeed aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Materials-Corona Drum Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0131G-21
The fabricator/manufacturer/facility nameVulcan Materials Complany Corona 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) 91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number326120 CORD SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-01-30-2
DIME Test ID: 2021-01-30-2-6
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: 2021-02-08
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 02/05/2021
Clay Level (Test 1): 5.2
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 69
Sand Equivalent:71
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Test was verified on 02/08/2021