Summary for Test 2022-09-13-5-1

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 Date09/13/2022 Sample Unique Key5
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 testing09/13/2022
Sample typeQuality Assurance A brief description of the sampleStation 1246+00-1246+06@111'wide
The quantity of what the sample constitutesstructure backfill 3 shot From where was the sample collectedJob Site
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byWood
Title of samplerTET Telephone number of sampler805-610-2729
Laboratory sample identification37112structurebackfill1 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSierra Pacific - Avenal 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 sampleStructure Backfill Geo
The fabricator/manufacturer designation for the sampleStructure Backfill Soil A detailed description of where the material sample was collectedJobsite - Compacted Structure Backfill
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-09-13-5
DIME Test ID: 2022-09-13-5-1
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: 2022-09-13

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Brandon Wood
Date of test: 09/13/2022
In-place wet density: 2.39
Highest adjust wet density: 2.32
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 103
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
05-3307A4_37112_220913_BLW_SBFGeo_BF_DS23_1pdf189.50 KB09/13/20222022-09-13-5-1   Info

Test was verified on 9/13/2022