Summary for Test 2025-05-12-76-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000784
DEA: 07356504
EFIS: 0719000023
DIST-CO-RTE-PM07-VEN-126-R14.6/R34.5
Award Date01/23/2025
Closeout DateNot set
Work DescriptionINSTALL DPP INFILTRATION AREA AND HOT MIX ASPHALT.
Location DescriptionVENTURA COUNTY IN AND NEAR FILLMORE AT VARIOUS LOCATIONS FROM HALLOCK DRIVE TO 0.1 MILE WEST OF THE LOS ANGELES COUNTY LINE
QA Service Level1 (Verified on 11/11/2024)

Sample Information

Sample Taken Date05/12/2025 Sample Unique Key76
Date that the sample was received by the laboratory/organization performing the testing05/12/2025 Sample typeAcceptance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes65 sq. yd
From where was the sample collectedJob Site First name of sampler or witnessed byPhilip
Last name of sampler or witnessed byMaquiran Title of samplerMREA
Telephone number of sampler(213) 358-1518 Laboratory sample identification25-1555
Linked DIME Sample ID The fabricator/manufacturer/facility nameACCU
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 collectedFrom various locations at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-05-12-76
DIME Test ID: 2025-05-12-76-2
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: 2025-06-25

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 05/12/2025
In-place wet density: 2.06
Highest adjust wet density: 2.12
% Moisture: 6.7 %
Optimum Moisture: 10.7 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/25/2025 ✔