Summary for Test 2025-07-14-18-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1000900
DEA: 061G1804
EFIS: 0623000159
DIST-CO-RTE-PM06-KER-5-Var
Award Date03/19/2025
Closeout Date08/31/2026
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionKERN COUNTY AT VARIOUS LOCATIONS FROM GRAPEVINE CREEK BRIDGE TO KERN RIVER FLOOD CANAL BRIDGE
QA Service Level1 (Verified on 01/22/2025)

Sample Information

Sample Taken Date07/14/2025 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing07/15/2025 Sample typeAcceptance
A brief description of the sampleiSR (RSC) The quantity of what the sample constitutes0-300 CY
From where was the sample collectedJob Site First name of sampler or witnessed byMike
Last name of sampler or witnessed byCozad Title of samplerPlant Inspector
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCTS SHORT LOAD RAPID SET
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)91-33-0035
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 collectedVolumetric Truck
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberCTS-65-EHI Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-07-14-18
DIME Test ID: 2025-07-14-18-3
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-07-15

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 07/15/2025
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 4.7
Sand reading (test 1): 4.1
Clay reading (test 2): 4.8
Sand reading (test 2): 4.2
Clay reading (test 3): 4.7
Sand reading (test 3): 4.1
Sand equivalent (test 1): 88
Sand equivalent (test 2): 88
Sand equivalent (test 3): 88
Sand equivalent before temperature correction: 88
Sand equivalent after temperature correction: 88
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1G1804_37023_250714pdf130.96 KB07/15/20252025-07-14-18-3   Info

Test was verified on 7/15/2025 ✔