Summary for Test 2024-04-18-12-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994930
DEA: 061A7504
EFIS: 0620000180
DIST-CO-RTE-PM06-FRE-5-26.8/30.0
Award Date08/16/2023
Closeout Date04/07/2025
Work DescriptionCONSTRUCT HIGH-TENSION MEDIAN CABLE BARRIER WITH VEGETATION CONTROL.
Location DescriptionFRESNO COUNTY ABOUT 8 MILES WEST OF THREE ROCKS FROM PARKHURST EQUIPMENT UNDERCROSSING TO ROUTE 5/33 SEPARATION
QA Service Level1 (Verified on 06/27/2023)

Sample Information

Sample Taken Date04/18/2024 Sample Unique Key12
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 testing04/18/2024
Sample typeDepartment Acceptance A brief description of the sampleClass 2 AB
The quantity of what the sample constitutes40 lbs class 2 AB From where was the sample collectedJob Site
First name of sampler or witnessed byCorey Last name of sampler or witnessed byHicks
Title of samplerMaterials Tester 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 TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedCTM 231 test location
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-04-18-12
DIME Test ID: 2024-04-18-12-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-04-18

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Corey Hicks
Date of test: 04/18/2024
In-place wet density: 2.30
Highest adjust wet density: 2.35
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1A7504_37000_240418_4pdf220.95 KB04/18/20242024-04-18-12-2   Info

Test was verified on 4/18/2024