Summary for Test 2022-01-04-7-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date01/04/2022 Sample Unique Key7
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 testing01/04/2022
Sample typeDepartment Acceptance A brief description of the sampleNB57 lanes 2&3 sta.225+88-233+38
The quantity of what the sample constitutes2000 sy From where was the sample collectedJob Site
First name of sampler or witnessed bySopheak Last name of sampler or witnessed byChong
Title of samplerTE Telephone number of sampler12138170174
Laboratory sample identification22-0013 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Company Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier22-0013
Structure nameNB57 lanes 2 and 3 Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleGriffith Company
The fabricator/manufacturer designation for the sampleGriffith Company A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledStockpile

Test Details

DIME Sample ID: 2022-01-04-7
DIME Test ID: 2022-01-04-7-2
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: 2022-01-06

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 01/04/2022
In-place wet density: 2.27
Highest adjust wet density: 2.32
% Moisture: 6.8 %
Optimum Moisture: 8.8 %
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/6/2022