Summary for Test 2025-02-18-12-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000144
DEA: 061E2204
EFIS: 0621000227
DIST-CO-RTE-PM06-FRE-180-R65.3/R66.3
Award Date05/03/2024
Closeout Date07/14/2025
Work DescriptionHIGH TENSION CABLE BARRIER AND VEGETATION CONTROL.
Location DescriptionFRESNO COUNTY NEAR FRESNO FROM TEMPERANCE AVENUE UNDERCROSSING TO 0.1 MILE WEST OF DE WOLF AVENUE.
QA Service Level1 (Verified on 03/04/2024)

Sample Information

Sample Taken Date02/18/2025 Sample Unique Key12
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 testing02/18/2025
Sample typeQuality Assurance A brief description of the sampleBrown Sandy Silt
The quantity of what the sample constitutesIn place compacted soil at jobsite From where was the sample collectedJob Site
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of samplerSenior Materials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJobsite 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 collectedMaterial sampled from jobsite for Cal 216 test
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-02-18-12
DIME Test ID: 2025-02-18-12-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-02-20

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 02/18/2025
In-place wet density: 2.10
Highest adjust wet density: 2.24
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 94
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2025