Summary for Test 2024-06-23-8-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/23/2021
Closeout DateNot set
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date06/23/2024 Sample Unique Key8
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 testing06/24/2024
Sample typeAcceptance A brief description of the sampleISR-RSC
The quantity of what the sample constitutesRSC beams From where was the sample collectedJob Site
First name of sampler or witnessed byChris Last name of sampler or witnessed byElias
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSPC Volumetric Mobile Yard 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)91-19-0035
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 Size1 inch
The concrete mix design numberG3-21-CTS-220 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-06-23-8
DIME Test ID: 2024-06-23-8-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-06-24

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 06/24/2024
Temperature correction: 0
Temperature of solution: 76
Clay reading (test 1): 4.9
Sand reading (test 1): 4.5
Clay reading (test 2): 4.8
Sand reading (test 2): 4.3
Clay reading (test 3): 4.9
Sand reading (test 3): 4.4
Sand equivalent (test 1): 92
Sand equivalent (test 2): 90
Sand equivalent (test 3): 90
Sand equivalent before temperature correction: 91
Sand equivalent after temperature correction: 91
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-360244_37000_240623pdf137.18 KB06/24/20242024-06-23-8-3   Info

Test was verified on 6/24/2024