Summary for Test 2023-02-15-18-2

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 993484
DEA: 07325904
EFIS: 0716000091
DIST-CO-RTE-PM07-LA-5-87.4
Award Date02/17/2022
Closeout DateNot set
Work DescriptionSEISMIC RETROFIT OF BRIDGE, WIDEN
Location DescriptionIN LOS ANGELES COUNTY, NEAR KERN COUNTY LINE, AT THE TEJON PASS OVERCROSSING BRIDGE NO 53-1779
QA Service Level1 (Verified on 04/19/2022)

Sample Information

Sample Taken Date02/15/2023 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 testing02/15/2023
Sample typeAcceptance A brief description of the sampleClass 3 Aggregate Base
The quantity of what the sample constitutes89 sq. yd. From where was the sample collectedJob Site
First name of sampler or witnessed byPhilip Last name of sampler or witnessed byMaquiran
Title of samplerMREA Telephone number of sampler12133581518
Laboratory sample identification23-0179 Linked DIME Sample ID
The fabricator/manufacturer/facility namePowell General Engineering Contractor 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 sample A detailed description of where the material sample was collectedFrom various locations at Class 3 Aggregate Base
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-02-15-18
DIME Test ID: 2023-02-15-18-2
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: 2023-02-16

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 02/15/2023
In-place wet density: 2.08
Highest adjust wet density: 2.17
% Moisture: 9.5 %
Optimum Moisture: 11.0 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/16/2023