Summary for Test 2025-06-10-8-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994582
DEA: 073203U4
EFIS: 0722000071
DIST-CO-RTE-PM07-LA-91,605-R16.6/R16.8,R0.0/R10.4
Award Date06/20/2023
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT.
Location DescriptionLOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING
QA Service Level1 (Verified on 07/12/2023)

Sample Information

Sample Taken Date06/10/2025 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing06/10/2025 Sample typeAcceptance
A brief description of the sampleCurb ramp#6 at NB605 Carson St. on ramp The quantity of what the sample constitutes13 sy
From where was the sample collectedJob Site First name of sampler or witnessed bySopheak
Last name of sampler or witnessed byChong Title of samplerTEC
Telephone number of sampler2138170174 Laboratory sample identification25-1892
Linked DIME Sample ID The fabricator/manufacturer/facility nameCA Rasmussen Inc.
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameCurb ramp#6 at NB605 Carson St. on ramp
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleSubgrade
The fabricator/manufacturer designation for the samplevarious location sugrade A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledJobsite

Test Details

DIME Sample ID: 2025-06-10-8
DIME Test ID: 2025-06-10-8-2
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: 2025-06-10

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 06/10/2025
In-place wet density: 2.05
Highest adjust wet density: 2.24
% Moisture: 11.2 %
Optimum Moisture: 13.2 %
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/10/2025 ✔