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

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995056
DEA: 061E7804
EFIS: 0622000083
DIST-CO-RTE-PM06-KER-99-49.3/50.4,55.5/56.6
Award Date10/13/2023
Closeout DateNot set
Work DescriptionWROUGHT IRON FENCE, PLANTING AND IRRIGATION.
Location DescriptionKERN COUNTY IN MCFARLAND AND DELANO FROM 0.1 MILE SOUTH OF SHERWOOD AVENUE TO 0.1 MILE NORTH OF PERKINS AVENUE AND FROM ROUTE 155/99 SEPARATION TO CECIL AVENUE
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date04/18/2024 Sample Unique Key2
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 typeQuality Assurance A brief description of the sampleNative Soil
The quantity of what the sample constitutes40 pound bags From where was the sample collectedJob Site
First name of sampler or witnessed byNeale Last name of sampler or witnessed byBrown
Title of sampler 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

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: 2024-04-18-2
DIME Test ID: 2024-04-18-2-2
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: Neale Brown
Date of test: 04/18/2024
In-place wet density: 1.84
Highest adjust wet density: 2.11
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 87
General comments (publicly viewable) (Max 1000 characters): NB 99 Sherwood overcrossing slope paving subgrade @.5'-1'BFG variable per plan 27ft wide X 63 ft long

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1E7804_37000_240417_03pdf48.68 KB04/18/20242024-04-18-2-2   Info

Test was verified on 4/18/2024