Summary for Test 2025-12-08-28-1

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 Date12/08/2025 Sample Unique Key28
Date that the sample was received by the laboratory/organization performing the testing12/08/2025 Sample typeQuality Assurance
A brief description of the sampleSubgrade The quantity of what the sample constitutes1956 SQYD
From where was the sample collectedJob Site First name of sampler or witnessed byChristian
Last name of sampler or witnessed bySousa Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameNative
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 collectedSTA 232+00-240+00
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-12-08-28
DIME Test ID: 2025-12-08-28-1
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: 2025-12-11

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: Cody Cordero
Date of test: 08/25/2025
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):

Test was verified on 12/11/2025 ✔