Summary for Test 2024-07-03-53-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994872
DEA: 060X1604
EFIS: 0618000183
DIST-CO-RTE-PM06-KER-58-R64.4/67.3
Award Date08/29/2023
Closeout Date05/09/2025
Work DescriptionHMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM.
Location DescriptionKERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE
QA Service Level1 (Verified on 06/14/2023)

Sample Information

Sample Taken Date07/03/2024 Sample Unique Key53
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 testing07/03/2024
Sample typeAcceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes40 lbs class 2 AB From where was the sample collectedJob Site
First name of sampler or witnessed byMike Last name of sampler or witnessed byCozad
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJobsite native subgrade 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 Holes
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-07-03-53
DIME Test ID: 2024-07-03-53-2
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: 2024-07-12

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 07/03/2024
In-place wet density: 2.13
Highest adjust wet density: 2.17
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0X1604_37024_240703_14-16pdf215.05 KB07/12/20242024-07-03-53-2   Info

Test was verified on 7/12/2024