Summary for Test 2025-12-16-52-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1001375
DEA: 040A53T4
EFIS: 0421000155
COOP: 040A53TCM
DIST-CO-RTE-PM04-SOL-80-L1.8/L3.2
Award Date06/20/2025
Closeout DateNot set
Work DescriptionConstruct I-80 WB Truck Scales
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SOLANO COUNTY IN AND NEAR FAIRFIELD ON ROUTE 12 FROM THE 80/12 EAST JUNCTION TO 0.9 MILE EAST OF CHADBOURNE ROAD UNDERCROSSING AND ON ROUTE 80 FROM 0.5 MILE WEST OF DAN WILSON CREEK BRIDGE TO WEST TEXAS STREET UNDERCROSSI
QA Service Level1 (Verified on 07/10/2025)

Sample Information

Sample Taken Date12/16/2025 Sample Unique Key52
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 testing12/16/2025
Sample typeQuality Assurance A brief description of the sampleAB2
The quantity of what the sample constitutes2500 Yards From where was the sample collectedJob Site
First name of sampler or witnessed byCJ/CC Last name of sampler or witnessed byN/A
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameN/A 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 collectedJobsite
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-12-16-52
DIME Test ID: 2025-12-16-52-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2026-01-30

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: CJ/CC
Date of test: 12/16/2025
In-place wet density: 2.13
Highest adjust wet density: 2.19
% Moisture: 2.0 %
Optimum Moisture: 10.9 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/30/2026