Summary for Test 2024-06-15-4-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994966
DEA: 073255U4
EFIS: 0722000129
DIST-CO-RTE-PM07-LA-605-20.2/26
Award Date04/12/2023
Closeout DateNot set
Work DescriptionINDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
QA Service Level1 (Verified on 07/13/2023)

Sample Information

Sample Taken Date06/15/2024 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing06/15/2024 Sample typeAcceptance
A brief description of the sampleSB605 at Ramona off ramp in El Monte termini left side The quantity of what the sample constitutes267 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 identification24-1490
Linked DIME Sample ID The fabricator/manufacturer/facility namePeterson Chase
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameSB605 at Ramona off ramp in El Monte termini left side
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: 2024-06-15-4
DIME Test ID: 2024-06-15-4-2
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: 2024-06-17

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 06/15/2024
In-place wet density: 2.12
Highest adjust wet density: 2.17
% Moisture: 5.8 %
Optimum Moisture: 7.8 %
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/17/2024 ✔