Summary for Test 2026-05-27-25-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1001573
DEA: 060X2904
EFIS: 0618000050
DIST-CO-RTE-PM06-FRE-33-13.9/16.7
Award DateNot set
Closeout DateNot set
Work DescriptionHMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION.
Location DescriptionFRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE
QA Service Level1 (Verified on 09/15/2025)

Sample Information

Sample Taken Date05/27/2026 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing05/27/2026 Sample typeQuality Assurance
A brief description of the sampleClass 2 Aggregate Base The quantity of what the sample constitutesCTM 231 compaction test locations
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 nameCoalinga
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 collectedSampled at CTM 231 compaction test locations on-site
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2026-05-27-25
DIME Test ID: 2026-05-27-25-1
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: 2026-05-29

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Gurjeet Litt
Date of test: 05/27/2026
In-place wet density: 2.21
Highest adjust wet density: 2.33
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/29/2026 ✔