Summary for Test 2023-11-30-15-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993482
DEA: 060V2804
EFIS: 0616000124
DIST-CO-RTE-PM06-KER-184-L0.9/L1.1
Award Date02/24/2022
Closeout Date02/26/2024
Work DescriptionPLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS.
Location DescriptionKERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD
QA Service Level1 (Verified on 01/03/2022)

Sample Information

Sample Taken Date11/30/2023 Sample Unique Key15
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 testing11/30/2023
Sample typeDepartment Acceptance A brief description of the samplesilty sand mix with recycled Base
The quantity of what the sample constitutes40 lbs From where was the sample collectedJob Site
First name of sampler or witnessed byNeale Last name of sampler or witnessed byBrown
Title of samplerTester Telephone number of sampler6615498281
Laboratory sample identification55 Linked DIME Sample ID
The fabricator/manufacturer/facility namejobsite site 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 collectedTest holes at jobsite
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-11-30-15
DIME Test ID: 2023-11-30-15-2
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: 2023-12-01

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 11/30/2023
In-place wet density: 1.95
Highest adjust wet density: 2.17
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 90
General comments (publicly viewable) (Max 1000 characters): Sunset Blvd sidewalk area elevation: 6" BFG width: 10ft length= 38ft

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0V2804_37016_231130_55pdf123.71 KB12/01/20232023-11-30-15-2   Info

Test was verified on 12/1/2023