Summary for Test 2022-10-05-13-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993443
DEA: 07325004
EFIS: 0716000080
DIST-CO-RTE-PM07-LA-60-20.0/R26.0
Award Date04/12/2022
Closeout DateNot set
Work DescriptionINSTALL DPP INFILTRATION AND CONSTRUCT MAINTENANCE VEHICLE PULLOUT.
Location DescriptionLOS ANGELES COUNTY FROM 0.4 MILE WEST OF NOGALES STREET OVERCROSSING TO 0.4 MILE EAST OF SOUTH DIAMOND BAR BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 12/15/2021)

Sample Information

Sample Taken Date10/05/2022 Sample Unique Key13
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 testing10/05/2022
Sample typeDepartment Acceptance A brief description of the sampleNative Material
The quantity of what the sample constitutes1000 sqft From where was the sample collectedJob Site
First name of sampler or witnessed byChad Last name of sampler or witnessed byChotibhongs
Title of samplerMREA Telephone number of sampler213-817-0387
Laboratory sample identification22-2662 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNA 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 collectedCTM 231 Test Holes
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-10-05-13
DIME Test ID: 2022-10-05-13-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-10-05

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 10/05/2022
In-place wet density: 1.86
Highest adjust wet density: 1.9
% Moisture: 7.5 %
Optimum Moisture: 7.5 %
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/5/2022