Summary for Test 2024-10-31-10-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 995085
DEA: 07322904
EFIS: 0716000059
DIST-CO-RTE-PM07-LA-27-0.0/18.6
Award Date11/06/2023
Closeout DateNot set
Work DescriptionREMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
QA Service Level1 (Verified on 09/11/2023)

Sample Information

Sample Taken Date10/31/2024 Sample Unique Key10
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing10/31/2024
Sample typeAcceptance A brief description of the sampleAggregate Base
The quantity of what the sample constitutes20 cy From where was the sample collectedJob Site
First name of sampler or witnessed byLou Ralph Last name of sampler or witnessed byAchuela
Title of samplerTET Telephone number of sampler2138170504
Laboratory sample identification24-3364 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

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: 2024-10-31-10
DIME Test ID: 2024-10-31-10-2
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: 2024-11-01

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 10/31/2024
In-place wet density: 2.15
Highest adjust wet density: 2.24
% Moisture: 12.3 %
Optimum Moisture: 0.0 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/1/2024