Test 2020-11-13-8-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214340
DEA: 081G2914
EFIS: 0818000114
Work DescriptionWIDEN EB OFF RAMP
Sample Information
Sample Taken Date11/13/2020 Sample Unique Key8
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 testing11/16/2020
Sample typeVerification A brief description of the sampleJMF 3/4" RWMA-G-SP, 0.5% Evotherm
The quantity of what the sample constitutes2 Bags of Coldfeed Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byR J Noble Company Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0668G-20
The fabricator/manufacturer/facility nameR J Noble Company 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)91-33-0014, 91-33-0039
The fabricator's/manufacturer's product name for the sample3/4 RWMA-G-SP The fabricator/manufacturer designation for the sample
The plant number49R003ARSPWEC A detailed description of where the material sample was collectedBelt Cut at RJ Noble Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-11-13-8
DIME Test ID: 2020-11-13-8-6
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: 2020-12-01
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 11/20/2020
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.1
Sand Level (Test 2): 4
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 77
Sand Equivalent:77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/01/2020