Summary for Test 2021-06-11-20-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date04/05/2021
Closeout Date08/14/2023
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date06/11/2021 Sample Unique Key20
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 testing06/14/2021
Sample typeDepartment Acceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutes3000 tons From where was the sample collectedJob Site
First name of sampler or witnessed byChad Last name of sampler or witnessed byEnsminger
Title of samplerARE Telephone number of sampler
Laboratory sample identificationD78842 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMontague Pit Transportation Laboratory (TL) Number850979
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Montague Pit
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 collected2 bags from In Place, 0.2 ft depth
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-11-20
DIME Test ID: 2021-06-11-20-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2021-12-30

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/16/2021
Temperature correction: 0
Temperature of solution: 23.5
Clay reading (test 1): 11.9
Sand reading (test 1): 2.9
Clay reading (test 2): 11.4
Sand reading (test 2): 2.8
Clay reading (test 3): 11
Sand reading (test 3): 2.8
Sand equivalent (test 1): 25
Sand equivalent (test 2): 25
Sand equivalent (test 3): 26
Sand equivalent before temperature correction: 26
Sand equivalent after temperature correction: 26
General comments (publicly viewable) (Max 1000 characters): SE = 25

Test was verified on 12/30/2021