Summary for Test 2024-05-02-13-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994577
DEA: 060V7604
EFIS: 0616000220
DIST-CO-RTE-PM06-TUL,FRE-99-51.8/R53.9,R0.0/R0.3
Award Date05/24/2023
Closeout DateNot set
Work DescriptionUPGRADE WATER AND WASTEWATER SYSTEMS AT ROADSIDE REST AREA.
Location DescriptionTULARE AND FRESNO COUNTIES IN AND NEAR KINGSBURG FROM DODGE AVENUE OVERCROSSING TO 0.7 MILE NORTH OF MENDOCINO AVENUE OVERCROSSING
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date05/02/2024 Sample Unique Key13
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 testing05/02/2024
Sample typeQuality Assurance A brief description of the sampleNative Material
The quantity of what the sample constitutes40 lbs native material From where was the sample collectedJob Site
First name of sampler or witnessed byJason Last name of sampler or witnessed byRuiz
Title of samplerMaterial Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCollected at jobsite 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 collectedTest holes at jobsite
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-05-02-13
DIME Test ID: 2024-05-02-13-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-05-02

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 05/02/2024
In-place wet density: 2.04
Highest adjust wet density: 2.15
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters): Warlow Rest area EQ control Panel Pad elevation: FSG length: 10 ft width: 5'

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0V7604_37042_240502_03pdf235.27 KB05/02/20242024-05-02-13-1   Info

Test was verified on 5/2/2024