Summary for Test 2024-04-18-29-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994872
DEA: 060X1604
EFIS: 0618000183
DIST-CO-RTE-PM06-KER-58-R64.4/67.3
Award Date08/29/2023
Closeout Date05/09/2025
Work DescriptionHMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM.
Location DescriptionKERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE
QA Service Level1 (Verified on 06/14/2023)

Sample Information

Sample Taken Date04/18/2024 Sample Unique Key29
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 testing04/22/2024
Sample typeDepartment Acceptance A brief description of the sampleClass 2AS
The quantity of what the sample constitutesclass 2AS From where was the sample collectedJob Site
First name of sampler or witnessed bysamuel Last name of sampler or witnessed byFelix
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJobsite 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)91-15-0068
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 collectedWindrow at the Jobsite
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-18-29
DIME Test ID: 2024-04-18-29-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-04-22

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 04/22/2024
Temperature correction: 0
Temperature of solution: 76
Clay reading (test 1): 7.7
Sand reading (test 1): 3.7
Clay reading (test 2): 7
Sand reading (test 2): 3.8
Clay reading (test 3): 7.2
Sand reading (test 3): 3.7
Sand equivalent (test 1): 49
Sand equivalent (test 2): 55
Sand equivalent (test 3): 52
Sand equivalent before temperature correction: 52
Sand equivalent after temperature correction: 52
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0X1604_37032_240418pdf29.11 KB04/22/20242024-04-18-29-2   Info

Test was verified on 4/22/2024