Test 2020-04-23-18-4 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214591
DEA: 051M2704
EFIS: 0519000089
DIST-CO-RTE-PM05-SB-150-0.0/2.2
Work DescriptionRHMA OVERLAY, FULL WIDTH SEGMENT CORRECTION AND COLD PLANE AC.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR CARPINTERIA FROM ROUTE 101/150 SEPARATION TO VENTURA COUNTY LINE
Sample Information
Sample Taken Date4/23/2020 Sample Unique Key18
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 testing5/7/2020
Sample typeVerification A brief description of the sampleVirgin and LSM aggregates
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMark Last name of sampler or witnessed byBennet
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Saticoy 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)91-19-0035::FISH CANYON QUARRY
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 collectedAt the Plant
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 JMF Verification ID JMF3513-2020-132
Test Details
DIME Sample ID: 2020-04-23-18
DIME Test ID: 2020-04-23-18-4
Testing Lab: CT D05 - Field 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: 2020-05-22
Test Results

How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 05/19/2020
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 77
Sand Equivalent (Test 3): 75
Sand Equivalent:75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/22/2020