Summary for Test 2022-01-12-7-2

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 Date01/12/2022 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing01/12/2022 Sample typeDepartment Acceptance
A brief description of the sampleNative Soils The quantity of what the sample constitutes28 CY
From where was the sample collectedJob Site First name of sampler or witnessed byJacinto
Last name of sampler or witnessed byVillanueva Title of samplerTEC
Telephone number of sampler8182096574 Laboratory sample identification22-0051
Linked DIME Sample ID The fabricator/manufacturer/facility nameGriffith Construction
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 sampleNative Soil
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedFrom Various Location
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-01-12-7
DIME Test ID: 2022-01-12-7-2
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: 2022-01-12

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 01/12/2022
In-place wet density: 1.95
Highest adjust wet density: 2.03
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): Sta 315+09 to Sta 316+36 AVSF Location #2 West Wall Beyond 2.0 feet from the wall.

Test was verified on 1/12/2022 ✔