Summary for Test 2024-03-14-15-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 214697
DEA: 07307104
EFIS: 0714000213
DIST-CO-RTE-PM07-LA-101-32.8
Award DateNot set
Closeout DateNot set
Work DescriptionCONSTRUCT BRIDGE.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date03/14/2024 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing03/14/2024 Sample typeDepartment Acceptance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes264 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 identification24-0460
Linked DIME Sample ID The fabricator/manufacturer/facility nameC.A Rasmussen INC.
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: 2024-03-14-15
DIME Test ID: 2024-03-14-15-2
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: 2024-03-14

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 03/14/2024
In-place wet density: 2.16
Highest adjust wet density: 2.24
% Moisture: 10.8 %
Optimum Moisture: 12.8 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/14/2024 ✔