Summary for Test 2022-06-28-27-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date06/28/2022 Sample Unique Key27
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 testing06/28/2022
Sample typeQuality Assurance A brief description of the sampleExisting Subgrade
The quantity of what the sample constitutes13,000 Sq. Ft. From where was the sample collectedJob Site
First name of sampler or witnessed byManuel Last name of sampler or witnessed byUy
Title of sampler Telephone number of sampler9495016042
Laboratory sample identification22-1599 Linked DIME Sample ID
The fabricator/manufacturer/facility nameExisting Subgrade 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 collectedIn-placed material
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-06-28-27
DIME Test ID: 2022-06-28-27-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-07-05

Test Results

Is oversize material: No
Input Type: Calculated
Tester's full name: Manuel Uy
Date of test: 06/28/2022
In-place wet density: 2.14
Highest adjust wet density: 2.21
% Moisture: 10.4 %
Optimum Moisture: 12.4 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): In-place wet density of 2.14 vs maximum wet density of 2.21.

Test was verified on 7/5/2022