Summary for Test 2024-05-01-14-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995217
DEA: 061F6904
EFIS: 0623000144
DIST-CO-RTE-PM06-TUL-190-38/57, 39/47, 32/57
Award Date02/13/2023
Closeout Date11/10/2025
Work DescriptionEmergency Landslide Repair. Roadway / Slope / Culvert repairs.
Location DescriptionNot set
QA Service Level1 (Verified on 10/13/2023)

Sample Information

Sample Taken Date05/01/2024 Sample Unique Key14
Date that the sample was received by the laboratory/organization performing the testing05/01/2024 Sample typeQuality Assurance
A brief description of the sampleCTM 231 The quantity of what the sample constitutes40 lbs native 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 identification
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 collectedCTM 231 test location
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-05-01-14
DIME Test ID: 2024-05-01-14-2
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: 2024-05-01

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 05/01/2024
In-place wet density: 2.29
Highest adjust wet density: 2.35
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): RW 5 Piles 10-46 length: 230ft width: 5ft elevation: 4-6' below top of pile

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1F6904_3700_240501_11pdf213.79 KB05/01/20242024-05-01-14-2   Info

Test was verified on 5/1/2024 ✔