Summary for Test 2024-08-08-25-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 994109
DEA: 060W1704
EFIS: 0617000103
DIST-CO-RTE-PM06-FRE-41-R27.4/R28.5
Award Date11/08/2022
Closeout Date08/31/2026
Work DescriptionREMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location DescriptionFRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
QA Service Level1 (Verified on 07/13/2022)

Sample Information

Sample Taken Date08/08/2024 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing08/08/2024 Sample typeQuality Assurance
A brief description of the sampleNative soil from jobsite The quantity of what the sample constitutesMaterial in-place at jobsite
From where was the sample collectedJob Site First name of sampler or witnessed byNoah
Last name of sampler or witnessed byHunt Title of samplerSenior Materials Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSampled at jobsite
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 sample A detailed description of where the material sample was collectedMaterial sampled from test locations at jobsite Hwy 41/Shaw Ave off ramp
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-08-08-25
DIME Test ID: 2024-08-08-25-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-08-08

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 08/08/2024
In-place wet density: 2.25
Highest adjust wet density: 2.32
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/8/2024 ✔