Test 2018-05-15-34-7 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 212679
DEA: 023E7204
EFIS: 0200020154
DIST-CO-RTE-PM02-TEH-36-42.1/46.0
Work DescriptionCOLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location DescriptionTEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Sample Information
Sample Taken Date5/15/2018 Sample Unique Key34
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 testing5/15/2018
Sample typeVerification A brief description of the sampleLab Batched 3/4-inch Type G Aggregate, Untreated
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byMichael Last name of sampler or witnessed byAllegretto
Title of samplerUnknown Laboratory sample identificationD77390F
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number847538
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-08-S1 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleSized Untreated Aggregates The fabricator/manufacturer designation for the sampleL180372
The plant numberUnknown A detailed description of where the material sample was collectedLab-batched from untreated stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 18-08-S1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-26
Test Details
DIME Sample ID: 2018-05-15-34
DIME Test ID: 2018-05-15-34-7
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: 2018-08-06
Test Results

How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: Dennis Hickey
Date of test: 06/08/2018
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 68
Sand Equivalent:68
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/06/2018