Summary for Test 2024-03-06-7-1

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 Date11/10/2022
Closeout DateNot set
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 Date03/06/2024 Sample Unique Key7
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 testing03/06/2024
Sample typeAcceptance A brief description of the sampleSoil for structure backfill.
The quantity of what the sample constitutes1 Bucket From where was the sample collectedJob Site
First name of sampler or witnessed byArthur Last name of sampler or witnessed byMills
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameR N R 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 collectedWall 1 STA; 10+00-11+49 Elev. 293.32
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-03-06-7
DIME Test ID: 2024-03-06-7-1
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: 2024-03-07

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 03/06/2024
In-place wet density: 2.11
Highest adjust wet density: 2.19
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/7/2024