Test 2021-05-18-29-5 (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
Location DescriptionNot set
Sample Information
Sample Taken Date5/18/2021 Sample Unique Key29
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 testing6/1/2021
Sample typeVerification A brief description of the sampleJMF 3/8" HMA-A-SP R15, 0.5% LAS
The quantity of what the sample constitutes4 Bags of Colfeed, 2 Bags of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0317A-21
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, 91-33-0073
The fabricator's/manufacturer's product name for the sample3/8 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number424103 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 Size3/8 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-05-18-29
DIME Test ID: 2021-05-18-29-5
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: 2021-06-09
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 06/07/2021
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.8
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.3
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 66
Sand Equivalent (Test 2): 66
Sand Equivalent (Test 3): 66
Sand Equivalent:66
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/09/2021