Test 2019-11-02-3-2 (AASHTO T176-08) Summary

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 Date11/2/2019 Sample Unique Key3
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 testing11/4/2019
Sample typeAcceptance A brief description of the sampleAC Drum Aggregate
The quantity of what the sample constitutes1 bag combined aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byIdris Last name of sampler or witnessed byNajjar
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan 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
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedbelt an chute
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 HMA Design ID
Test Details
DIME Sample ID: 2019-11-02-3
DIME Test ID: 2019-11-02-3-2
Testing Lab: CT D08 - Fontana Field Testing 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: 2019-11-13
Test Results

How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: I. NAJJAR
Date of test: 11/05/2019
Sand Equivalent (Test 1): 81
Sand Equivalent (Test 2): 81
Sand Equivalent (Test 3): 80
Sand Equivalent:81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/13/2019