Test 2019-04-29-11-7 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 213720
DEA: 024H2004
EFIS: 0218000094
DIST-CO-RTE-PM02-SHA-89-26.3/29.2
Work DescriptionPAVEMENT OVERLAY
Location DescriptionSHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
Sample Information
Sample Taken Date4/29/2019 Sample Unique Key11
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 testing4/29/2019
Sample typeVerification A brief description of the sample3/4-inch Type A Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Laboratory sample identificationD77857F
The fabricator/manufacturer/facility nameShaw pit Transportation Laboratory (TL) Number827791
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)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.105A
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 19-04-S2 Lot number0
Sublot number0 JMF Verification ID JMF3513-2019-64, JMF3513-2019-74
Test Details
DIME Sample ID: 2019-04-29-11
DIME Test ID: 2019-04-29-11-7
Testing Lab: CT D02 - North Region Materials Lab
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: 2019-06-04
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 05/31/2019
Clay Level (Test 1): 4.7
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.7
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 79
Sand Equivalent (Test 2): 81
Sand Equivalent (Test 3): 81
Sand Equivalent:81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/04/2019