Summary for Test 2022-10-12-10-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date05/27/2016
Closeout Date08/01/2023
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date10/12/2022 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing10/12/2022 Sample typeDepartment Acceptance
A brief description of the sampleAggregate Base The quantity of what the sample constitutes595 SF
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 identification22-2711
Linked DIME Sample ID The fabricator/manufacturer/facility nameSecurity Paving
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 locations at Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2022-10-12-10
DIME Test ID: 2022-10-12-10-1
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: 2022-10-12

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 10/12/2022
In-place wet density: 2.09
Highest adjust wet density: 2.19
% Moisture: 9.0 %
Optimum Moisture: 9.0 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/12/2022