Test 2021-04-01-31-2 (CTM 217-June 2011) Summary

Project Information
Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Sample Information
Sample Taken Date4/1/2021 Sample Unique Key31
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 testing4/5/2021
Sample typeAuthorization A brief description of the sample3/4-inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutesProcess From where was the sample collectedSource
First name of sampler or witnessed byDanny Last name of sampler or witnessed byHanson
Title of sampler Laboratory sample identificationD78756
The fabricator/manufacturer/facility nameRoadway Transportation Laboratory (TL) Number897282
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)Undeclared
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedGrindings from Hwy 96
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-04-01-31
DIME Test ID: 2021-04-01-31-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2021-05-14
Test Results

Number of tests: 1
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 04/06/2021
Temperature correction: 0
Temperature of solution: 19.8
Clay reading (test 1): 7.6
Sand reading (test 1): 3.3
Sand equivalent (test 1): 43
Sand equivalent before temperature correction: 43
Sand equivalent after temperature correction: 43
General comments (publicly viewable) (Max 1000 characters): The SE is 44.

Test was verified on 05/14/2021