Summary for Test 2022-10-15-1-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 212246
DEA: 053307A4
EFIS: 0514000027
DIST-CO-RTE-PM05-SLO-46-49.7/54.6
Award Date02/16/2022
Closeout Date09/02/2025
Work DescriptionCholame Segment
Location DescriptionNot set
QA Service Level1 (Verified on 09/30/2019)

Sample Information

Sample Taken Date10/15/2022 Sample Unique Key1
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 testing10/15/2022
Sample typeQuality Assurance A brief description of the sampleStation 1264+85-1264+89@15' wide
The quantity of what the sample constitutesStructure Backfill 3 shot From where was the sample collectedJob Site
First name of sampler or witnessed byKyle Last name of sampler or witnessed byEngen
Title of samplerTET Telephone number of sampler805-540-9933
Laboratory sample identification37044sbf1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameStructure Backfill Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameDS-24 Inlet 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
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-10-15-1
DIME Test ID: 2022-10-15-1-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-10-15

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 10/15/2022
In-place wet density: 2.16
Highest adjust wet density: 2.27
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
05-3307A4_37044_221015_BLW_SBFfillGeo_BF_DS24_Inlet_1pdf191.36 KB10/15/20222022-10-15-1-1   Info

Test was verified on 10/15/2022