Test 2020-05-20-15-2 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 214292
DEA: 060Q9004
EFIS: 0614000047
DIST-CO-RTE-PM06-FRE-180-92.2,130.1
Work DescriptionREPLACE BRIDGE RAILS.
Location DescriptionFRESNO COUNTY NEAR SQUAW VALLEY AT MILL CREEK BRIDGE AND NEAR BOYDEN CAVE AT SOUTH FORK KINGS RIVER BRIDGE
Sample Information
Sample Taken Date5/20/2020 Sample Unique Key15
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 testing5/20/2020
Sample typeQuality Control A brief description of the sampleSand
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed byJulian Last name of sampler or witnessed byRivera Jones
Title of samplerQC Technician Laboratory sample identification20-166 Sand
The fabricator/manufacturer/facility nameOutback Materials 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)91-10-005
The fabricator's/manufacturer's product name for the sampleConcrete Sand The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design number72T1X10 Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-05-20-15
DIME Test ID: 2020-05-20-15-2
Testing Lab: Trinity Engineering Laboratories, Inc. - Fresno
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-05-29
Test Results

Number of tests: 1
Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 05/21/2020
Temperature correction:0
Temperature of solution:77
Clay reading (test 1):43
Sand reading (test 1):34
Sand equivalent (test 1):80
Sand equivalent before temperature correction:0
Sand equivalent after temperature correction:0
General comments (publicly viewable) (Max 250 characters):

Test was verified on 05/29/2020