Summary for Test 2023-03-09-3-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214989
DEA: 050L7224
EFIS: 0515000098
DIST-CO-RTE-PM05-SLO-1-34.5
Award Date10/13/2021
Closeout DateNot set
Work DescriptionREPLACE BRIDGE.
Location DescriptionSAN LUIS OBISPO COUNTY NEAR MORRO BAY AT OLD CREEK BRIDGE
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date03/09/2023 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 testing03/09/2023
Sample typeQuality Assurance A brief description of the sampleClass 3 Base
The quantity of what the sample constitutes1000 yd2 From where was the sample collectedJob Site
First name of sampler or witnessed byIsaac Last name of sampler or witnessed byLarey-Chezem
Title of samplerTET Telephone number of sampler8052346493
Laboratory sample identification37000cl3ASB1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNegranti 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 collected3 shot compaction job site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-03-09-3
DIME Test ID: 2023-03-09-3-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-03-09

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: isaac larey-chezem
Date of test: 03/09/2023
In-place wet density: 2.48
Highest adjust wet density: 2.51
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 99
General comments (publicly viewable) (Max 1000 characters): passed

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
05-0L7224_37000_230309_IC_CL3ASB_BRIDGEAPPSLAB_1pdf212.91 KB03/09/20232023-03-09-3-1   Info

Test was verified on 3/9/2023