Summary for Test 2022-04-07-6-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993286
DEA: 074V3604
EFIS: 0721000138
DIST-CO-RTE-PM07-LA-138-59.1/60.2
Award Date11/23/2021
Closeout Date10/06/2022
Work DescriptionUPGRADE EXISTING DRAINAGE SYSTEM.
Location DescriptionLOS ANGELES COUNTY AT PEARBLOSSOM FROM 121ST STREET EAST TO LONGVIEW ROAD
QA Service Level1 (Verified on 11/30/2021)

Sample Information

Sample Taken Date04/07/2022 Sample Unique Key6
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 testing04/07/2022
Sample typeDepartment Acceptance A brief description of the sampleSoil for Subgrade.
The quantity of what the sample constitutes2200 SQFT 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 identification22-0717 Linked DIME Sample ID
The fabricator/manufacturer/facility nameWest Coast Public Works 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 sampleSubgrade
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedfrom various location at subgrade
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-04-07-6
DIME Test ID: 2022-04-07-6-1
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: 2022-04-07

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 04/07/2022
In-place wet density: 2.2
Highest adjust wet density: 2.3
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): EB Rte 138 at 121st. St. Sta 447+76 to Sta 447+96

Test was verified on 4/7/2022