Test 2020-04-24-1-4 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 213733
DEA: 051C85U4
EFIS: 0518000156
DIST-CO-RTE-PM05-SCR-1-10.2/17.5
Work DescriptionSanta Cruz 1 CAPM and Bridge Rails
Location DescriptionSANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9.
Sample Information
Sample Taken Date4/24/2020 Sample Unique Key1
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 testing4/9/2020
Sample typeVerification A brief description of the sampleBags of Aggregate
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byRomiza
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Salinas Batch 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)91-27-0028::HANDLEY RANCH 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 Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-113
Test Details
DIME Sample ID: 2020-04-24-1
DIME Test ID: 2020-04-24-1-4
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: 2020-04-24
Test Results

How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/16/2020
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 80
Sand Equivalent (Test 3): 79
Sand Equivalent:79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/24/2020