Summary for Test 2023-06-27-32-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214670
DEA: 07331004
EFIS: 0716000220
DIST-CO-RTE-PM07-VEN-101-9.0/9.2
Award Date04/13/2022
Closeout Date11/06/2024
Work DescriptionCONCRETE SLAB REPLACEMENT & GRIND, PAVEMENT & RESURFACE ACE
Location DescriptionVENTURA COUNTY IN THOUSAND OAKS FROM NORTHBOUND OFF-RAMP TO SOUTHBOUND OFF-RAMP AT CONEJO COMMERCIAL VEHICLE ENFORCEMENT FACILITIES
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date06/27/2023 Sample Unique Key32
Date that the sample was received by the laboratory/organization performing the testing06/27/2023 Sample typeDepartment Acceptance
A brief description of the sampleAggregate Base Class 2 The quantity of what the sample constitutes1668 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 sampler12133581518 Laboratory sample identification23-0918
Linked DIME Sample ID The fabricator/manufacturer/facility namePowell
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 AB Class 3
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-06-27-32
DIME Test ID: 2023-06-27-32-2
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: 2023-06-27

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 06/27/2023
In-place wet density: 2.13
Highest adjust wet density: 2.21
% Moisture: 10.9 %
Optimum Moisture: 10.9 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/27/2023 ✔