Summary for Test 2023-04-17-61-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993122
DEA: 07322304
EFIS: 0716000054
DIST-CO-RTE-PM07-LA-110-22.8
Award Date10/04/2021
Closeout DateNot set
Work DescriptionCONSTRUCT AND REPLACE BRIDGE RAILS.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AT FIFTH STREET OVERCROSSING AND AT SIXTH STREET OVERCROSSING
QA Service Level1 (Verified on 08/04/2021)

Sample Information

Sample Taken Date04/17/2023 Sample Unique Key61
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 testing04/17/2023
Sample typeAcceptance A brief description of the sampleSoil for Aggregate Base
The quantity of what the sample constitutes23 yd2 From where was the sample collectedJob Site
First name of sampler or witnessed byRosauro Last name of sampler or witnessed byNogoy
Title of samplerTEC Telephone number of sampler2137939321
Laboratory sample identification23-0445 Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A 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 sample
The fabricator/manufacturer designation for the sampleAggregate Base 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: 2023-04-17-61
DIME Test ID: 2023-04-17-61-2
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: 2023-05-05

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Rosauro Nogoy
Date of test: 04/17/2023
In-place wet density: 2.06
Highest adjust wet density: 2.15
% Moisture: 8.2 %
Optimum Moisture: 12.2 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/5/2023