Summary for Test 2025-07-23-23-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000301
DEA: 07333704
EFIS: 0716000316
DIST-CO-RTE-PM07-LA-138-43.4/51.4
Award Date07/30/2024
Closeout DateNot set
Work DescriptionCONSTRUCT ADA CURB RAMPS, SIDEWALK, AND DRIVEWAY.
Location DescriptionLOS ANGELES COUNTY IN PALMDALE FROM ROUTE 14 JUNCTION (SOUTH) TO AVENUE T
QA Service Level1 (Verified on 08/12/2024)

Sample Information

Sample Taken Date07/23/2025 Sample Unique Key23
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 testing07/23/2025
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes750sqft From where was the sample collectedJob Site
First name of sampler or witnessed byChad Last name of sampler or witnessed byChotibhongs
Title of samplerMREA Telephone number of sampler2134076963
Laboratory sample identification25-2375 Linked DIME Sample ID
The fabricator/manufacturer/facility nameOn-Site 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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedCTM 231 test locations
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-07-23-23
DIME Test ID: 2025-07-23-23-2
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: 2025-07-24

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 07/23/2025
In-place wet density: 1.98
Highest adjust wet density: 2.15
% Moisture: 19.5 %
Optimum Moisture: 9.5 %
Relative compaction: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/24/2025