Summary for Test 2022-10-26-55-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214451
DEA: 07303704
EFIS: 0714000035
DIST-CO-RTE-PM07-LA-101-8.0/27.3
Award Date12/19/2019
Closeout Date05/07/2024
Work DescriptionREPLACE CONCRETE BARRIERS.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date10/26/2022 Sample Unique Key55
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing10/26/2022
Sample typeQuality Assurance A brief description of the sampleNative Material
The quantity of what the sample constitutes2595 sq. ft. From where was the sample collectedJob Site
First name of sampler or witnessed byHarrison Last name of sampler or witnessed byKain
Title of sampler Telephone number of sampler
Laboratory sample identification22-2878 Linked DIME Sample ID
The fabricator/manufacturer/facility namen/a 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: 2022-10-26-55
DIME Test ID: 2022-10-26-55-2
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: 2022-11-08

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Harrison Kain
Date of test: 10/26/2022
In-place wet density: 2.05
Highest adjust wet density: 2.15
% Moisture: 20.6 %
Optimum Moisture: 20.6 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/8/2022