Summary for Test 2023-11-01-28-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994112
DEA: 060X0804
EFIS: 0618000017
DIST-CO-RTE-PM06-KER-178-12.6/55.4
Award Date09/29/2022
Closeout Date05/09/2025
Work DescriptionREPLACE DRAINAGE SYSTEMS, CURED-IN PLACE-PIPELINERS.
Location DescriptionKERN COUNTY NEAR BAKERSFIELD AT VARIOURS LOCATIONS FROM 1.6 MILES EAST OF RANCHERIA ROAD TO VISTA GRANDE DRIVE
QA Service Level1 (Verified on 07/14/2022)

Sample Information

Sample Taken Date11/01/2023 Sample Unique Key28
Date that the sample was received by the laboratory/organization performing the testing11/01/2023 Sample typeQuality Assurance
A brief description of the sampledecomposed granite brown fine and medium grained blended with silty sand trace of fine gravel The quantity of what the sample constitutes40 lbs native existing material
From where was the sample collectedJob Site First name of sampler or witnessed byJason
Last name of sampler or witnessed byRuiz Title of samplerMaterials Tester
Telephone number of sampler Laboratory sample identification1
Linked DIME Sample ID The fabricator/manufacturer/facility nameCollected at jobsite
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 collectedTest holes at jobsite
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-11-01-28
DIME Test ID: 2023-11-01-28-2
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: 2023-11-01

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 11/01/2023
In-place wet density: 1.99
Highest adjust wet density: 2.24
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 89
General comments (publicly viewable) (Max 1000 characters): WB Hwy 178 DS# 14 PM 16.35 Footing headwall length: 8ft width: 4 ft

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0X0804_37030_231101_1_Compactionpdf110.43 KB11/01/20232023-11-01-28-2   Info

Test was verified on 11/1/2023 ✔