Summary for Test 2020-06-05-23-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214292
DEA: 060Q9004
EFIS: 0614000047
DIST-CO-RTE-PM06-FRE-180-92.2,130.1
Award Date12/13/2019
Closeout Date10/29/2020
Work DescriptionREPLACE BRIDGE RAILS.
Location DescriptionFRESNO COUNTY NEAR SQUAW VALLEY AT MILL CREEK BRIDGE AND NEAR BOYDEN CAVE AT SOUTH FORK KINGS RIVER BRIDGE
QA Service Level1 (Verified on 08/05/2019)

Sample Information

Sample Taken Date06/05/2020 Sample Unique Key23
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 testing06/05/2020
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 Telephone number of sampler5592922188
Laboratory sample identification20-166 Sand Linked DIME Sample ID
The fabricator/manufacturer/facility nameOutback Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier10-42-0080
Structure nameMill Creek Bridge

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-10-0005::COALINGA PIT #1
The fabricator's/manufacturer's product name for the sampleConcrete Sand The fabricator/manufacturer designation for the sampleMill Creek Bridge
The plant number106 A detailed description of where the material sample was collectedBelt Cut
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Sizefine
The concrete mix design number72T1X10 Lot number1
Sublot number1 HMA Design ID

Test Details

DIME Sample ID: 2020-06-05-23
DIME Test ID: 2020-06-05-23-2
Testing Lab: Trinity Engineering Laboratories, Inc. - Fresno
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-06-17

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 06/05/2020
Temperature correction:0
Temperature of solution:72
Clay reading (test 1):42
Sand reading (test 1):31
Sand equivalent (test 1):74
Sand equivalent before temperature correction:79
Sand equivalent after temperature correction:79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/17/2020