Summary for Test 2023-06-05-39-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993742
DEA: 07321804
EFIS: 0716000052
DIST-CO-RTE-PM07-LA-405-7.0/12.9
Award Date07/06/2022
Closeout Date03/13/2025
Work DescriptionPLACE MINOR CONCRETE AND HOT MIX ASPHALT.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LONG BEACH, CARSON AND LOS ANGELES AT VARIOUS LOCATIONS FROM 0.1 MILE NORTH OF ROUTE 710 TO ROUTE 110/405 SEPARATION
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date06/05/2023 Sample Unique Key39
Date that the sample was received by the laboratory/organization performing the testing06/05/2023 Sample typeDepartment Acceptance
A brief description of the sampleClass 3 Aggregate Base The quantity of what the sample constitutes240 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 identification23-0789
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
Bid ItemNot set

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: 2023-06-05-39
DIME Test ID: 2023-06-05-39-2
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: 2023-06-14

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Rosauro Nogoy
Date of test: 06/05/2023
In-place wet density: 2.04
Highest adjust wet density: 2.12
% Moisture: 7.2 %
Optimum Moisture: 11.2 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/14/2023 ✔