Summary for Test 2022-01-06-17-1

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 Date01/06/2022 Sample Unique Key17
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 testing01/06/2022
Sample typeAcceptance A brief description of the sampleNative Subgrade
The quantity of what the sample constitutes26.66 sq yds From where was the sample collectedJob Site
First name of sampler or witnessed byLR Last name of sampler or witnessed byCollier
Title of samplerTET Telephone number of sampler14242327257
Laboratory sample identification22-0025 Linked DIME Sample ID
The fabricator/manufacturer/facility nameOn site Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameNB 101 Center median

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 location
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-01-06-17
DIME Test ID: 2022-01-06-17-1
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: 2022-01-11

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: LR Collier
Date of test: 01/06/2022
In-place wet density: 2.05
Highest adjust wet density: 2.17
% Moisture: 8.8 %
Optimum Moisture: 8.8 %
Relative compaction: 94
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/11/2022