Summary for Test 2025-04-18-7-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 995440
DEA: 060Q2814
EFIS: 0618000145
DIST-CO-RTE-PM06-KER-99-23.6/R28.4
Award Date02/16/2023
Closeout DateNot set
Work DescriptionReplacement planting
Location DescriptionNot set
QA Service Level1 (Verified on 11/06/2023)

Sample Information

Sample Taken Date04/18/2025 Sample Unique Key7
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 testing04/18/2025
Sample typeAcceptance A brief description of the sampleClass 3 Base
The quantity of what the sample constitutes1 bag of class 3 base From where was the sample collectedJob Site
First name of sampler or witnessed byBernard Last name of sampler or witnessed byGUINTO
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameUNKOWN 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)Unkown
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 collectedNO DETAIL
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-04-18-7
DIME Test ID: 2025-04-18-7-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-04-21

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Neale
Date of test: 04/18/2025
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 7.8
Sand reading (test 1): 3.8
Clay reading (test 2): 8
Sand reading (test 2): 3.7
Clay reading (test 3): 7.9
Sand reading (test 3): 3.7
Sand equivalent (test 1): 49
Sand equivalent (test 2): 47
Sand equivalent (test 3): 47
Sand equivalent before temperature correction: 48
Sand equivalent after temperature correction: 48
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0Q2814_370XX_250418pdf28.93 KB04/21/20252025-04-18-7-2   Info

Test was verified on 4/21/2025