Summary for Test 2024-06-03-7-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995240
DEA: 060X3804
EFIS: 0618000060
DIST-CO-RTE-PM06-KER-166-0.0/10.2
Award Date02/28/2024
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM.
Location DescriptionKERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE
QA Service Level1 (Verified on 04/02/2024)

Sample Information

Sample Taken Date06/03/2024 Sample Unique Key7
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 testing06/03/2024
Sample typeAcceptance A brief description of the sampleNative Soil
The quantity of what the sample constitutes40 lbs Native Soil From where was the sample collectedJob Site
First name of sampler or witnessed byNeale Last name of sampler or witnessed byBrown
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

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: 2024-06-03-7
DIME Test ID: 2024-06-03-7-2
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: 2024-06-03

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/03/2024
In-place wet density: 1.72
Highest adjust wet density: 1.9
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 91
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0X3804_37030_240603_02pdf104.94 KB06/03/20242024-06-03-7-2   Info

Test was verified on 6/3/2024