Summary for Test 2024-09-12-18-2

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 Date09/12/2024 Sample Unique Key18
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 testing09/12/2024
Sample typeAcceptance A brief description of the sampleC-68, Del Valle St and CA-27
The quantity of what the sample constitutes25 sy From where was the sample collectedJob Site
First name of sampler or witnessed bySopheak Last name of sampler or witnessed byChong
Title of samplerTEC Telephone number of sampler2138170174
Laboratory sample identification24-2779 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCA Rasmussen Inc. Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameC-68, Del Valle St and CA-27

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleAggregate Base
The fabricator/manufacturer designation for the samplevarious location A.B A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledJobsite

Test Details

DIME Sample ID: 2024-09-12-18
DIME Test ID: 2024-09-12-18-2
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: 2024-09-13

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 09/13/2024
In-place wet density: 2.13
Highest adjust wet density: 2.21
% Moisture: 10.3 %
Optimum Moisture: 12.3 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/13/2024