Summary for Test 2023-03-08-16-4

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 215374
DEA: 060X2704
EFIS: 0618000048
DIST-CO-RTE-PM06-FRE-5-37.2/48.8
Award Date05/11/2022
Closeout Date05/09/2025
Work DescriptionPAVEMENT REHABILITATION
Location DescriptionFROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC
QA Service Level1 (Verified on 12/16/2020)

Sample Information

Sample Taken Date03/08/2023 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing03/09/2023 Sample typeDepartment Acceptance
A brief description of the sampleStructural concrete aggs The quantity of what the sample constitutes300 cy
From where was the sample collectedManufacturer First name of sampler or witnessed byNoah
Last name of sampler or witnessed byHunt Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDon Chaplin
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)91-35-0012
The fabricator's/manufacturer's product name for the sample1X4 and sand The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile @ Plant
Where the material sample would have been placed if not sampledBridge Deck Primary Aggregate Nominal Size1 inch
The concrete mix design numberG67534ST Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-08-16
DIME Test ID: 2023-03-08-16-4
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-03-09

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 03/08/2023
Temperature correction: 0
Temperature of solution: 77
Clay reading (test 1): 5.6
Sand reading (test 1): 4.1
Sand equivalent (test 1): 74
Sand equivalent before temperature correction: 74
Sand equivalent after temperature correction: 74
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/9/2023 ✔