Summary for Test 2021-07-19-42-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214841
DEA: 034H1004
EFIS: 0318000176
DIST-CO-RTE-PM03-SIE-49-9.2/24.7
Award Date05/29/2020
Closeout Date07/29/2022
Work DescriptionINSTALL RETAINING STRUCTURE AND RSP CONCRETE EMBANKMENT.
Location DescriptionSIERRA COUNTY ON ROUTE 49 AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/24/2020)

Sample Information

Sample Taken Date07/19/2021 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing07/19/2021 Sample typeQuality Control
A brief description of the sampleWashed Concrete Sand The quantity of what the sample constitutes1 Day
From where was the sample collectedSupplier First name of sampler or witnessed byAndrew
Last name of sampler or witnessed byClarke Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHansen Bros Enterprises
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Greenhorn
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number71815-WSR6 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-19-42
DIME Test ID: 2021-07-19-42-3
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-04-13

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 07/20/2021
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 47
Sand reading (test 1): 39
Sand equivalent (test 1): 83
Sand equivalent before temperature correction: 83
Sand equivalent after temperature correction: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2022 ✔