Summary for Test 2025-04-28-10-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000392
DEA: 07349904
EFIS: 0718000167
DIST-CO-RTE-PM07-LA-710-6.0/14.1
Award Date09/12/2024
Closeout DateNot set
Work DescriptionCONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 08/12/2024)

Sample Information

Sample Taken Date04/28/2025 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing04/28/2025 Sample typeAcceptance
A brief description of the sampleaggregate base The quantity of what the sample constitutes134 CY
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 identification25-1338
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
Bid ItemNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleAggregate Base
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedfrom various location at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-04-28-10
DIME Test ID: 2025-04-28-10-1
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: 2025-04-28

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 04/28/2025
In-place wet density: 2.03
Highest adjust wet density: 2.12
% Moisture: 10.5 %
Optimum Moisture: 12.5 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/28/2025 ✔