Summary for Test 2024-06-17-19-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000025
DEA: 07355004
EFIS: 0719000004
DIST-CO-RTE-PM07-LA-118-R13.0/R13.9
Award Date03/19/2024
Closeout Date12/01/2025
Work DescriptionREPLACE CULVERT SYSTEMS AND INSTALL CURED-IN-PLACE LINERS.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE EAST OF HERRICK AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
QA Service Level1 (Verified on 01/22/2024)

Sample Information

Sample Taken Date06/17/2024 Sample Unique Key19
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 testing06/17/2024
Sample typeQuality Assurance A brief description of the sampleSubgrade
The quantity of what the sample constitutes18 sq. yd. From where was the sample collectedJob Site
First name of sampler or witnessed byPhilip Last name of sampler or witnessed byMaquiran
Title of samplerMREA Telephone number of sampler(213) 358-1518
Laboratory sample identification24-1542 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 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 collectedFrom various locations at subgrade.
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-06-17-19
DIME Test ID: 2024-06-17-19-2
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: 2024-06-17

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 06/17/2024
In-place wet density: 1.97
Highest adjust wet density: 2.08
% Moisture: 15.2 %
Optimum Moisture: 16.7 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/17/2024