Summary for Test 2022-08-18-15-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993116
DEA: 07320004
EFIS: 0716000029
DIST-CO-RTE-PM07-LA-14-R31.4/36.5
Award Date09/08/2021
Closeout Date11/01/2023
Work DescriptionINSTALL WIRED MESH DRAPERY SYSTEM AND SLOPE AND ROADSIDE PAVING.
Location DescriptionLOS ANGELES COUNTY IN SANTA CLARITA FROM CANYON PARK BOULEVARD UNDERCROSSING TO SPRING CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date08/18/2022 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing08/18/2022 Sample typeDepartment Acceptance
A brief description of the sampleClass 3 Aggregate Base The quantity of what the sample constitutes1300 SF
From where was the sample collectedJob Site First name of sampler or witnessed byMichelangelo
Last name of sampler or witnessed bySese Title of samplerTET
Telephone number of sampler310-345-6204 Laboratory sample identification22-2173
Linked DIME Sample ID The fabricator/manufacturer/facility nameNA
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 collectedVarious locations
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-08-18-15
DIME Test ID: 2022-08-18-15-2
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: 2022-08-19

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 08/18/2022
In-place wet density: 2.05
Highest adjust wet density: 2.13
% Moisture: 5.5 %
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): NB Rte. 14 MVP #2 Sta. 396+45.34 to Sta. 397+45.34

Test was verified on 8/19/2022 ✔