Summary for Test 2023-09-08-4-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215180
DEA: 060Q9204
EFIS: 0614000010
COOP: 061764
DIST-CO-RTE-PM06-KER-99-10.4/21.2
Award Date12/08/2020
Closeout Date11/03/2025
Work DescriptionCONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location DescriptionKERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
QA Service Level1 (Verified on 09/14/2020)

Sample Information

Sample Taken Date09/08/2023 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing09/08/2023 Sample typeDepartment Acceptance
A brief description of the sampleClass 2 Aggregate Base The quantity of what the sample constitutesClas 2 AB
From where was the sample collectedJob Site First name of sampler or witnessed byJames
Last name of sampler or witnessed byWatson Title of samplerMaterials Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGriffith Edmonston
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 collectedjobsite - compacted base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-09-08-4
DIME Test ID: 2023-09-08-4-2
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: 2023-09-08

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 09/08/2023
In-place wet density: 2.20
Highest adjust wet density: 2.26
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): SB 99 H3 line loop on ramp Sta 312+27 to 321+85 elevation: FSG width: 6'to 10' probe 6"

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0Q9204_37035_230908_260to264pdf2035.23 KB09/08/20232023-09-08-4-2   Info

Test was verified on 9/8/2023 ✔