Summary for Test 2023-03-07-3-2

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 Date03/07/2023 Sample Unique Key3
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 testing03/07/2023
Sample typeDepartment Acceptance A brief description of the sampleClass 2 AB Compaction
The quantity of what the sample constitutes40 lbs From where was the sample collectedJob Site
First name of sampler or witnessed byJames Last name of sampler or witnessed byWatson
Title of samplerTester Telephone number of sampler6615498281
Laboratory sample identification33 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSta 16+55.18 to 17+78.59 and sta 15+62.82 to 16+87.84 Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Recycled base material
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedjobsite -test holes
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-07-3
DIME Test ID: 2023-03-07-3-2
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: 2023-03-07

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 03/07/2023
In-place wet density: 2.19
Highest adjust wet density: 2.21
% Moisture: 9.0 %
Optimum Moisture: 9.0 %
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters): NE and NE bus pad area Sta 16+55.18 to 17+78.59 and Sta 15+62.82 to Sta 16+87.84 elevation: 0.75ft width 10 ft probe 8"

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0V2804_37016_230307_33pdf66.10 KB03/07/20232023-03-07-3-2   Info

Test was verified on 3/7/2023