Summary for Test 2025-12-16-54-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1001176
DEA: 042Q5204
EFIS: 0419000021
DIST-CO-RTE-PM04-SOL-29-0.0/6.0
Award Date07/14/2025
Closeout DateNot set
Work DescriptionHMA PVMT, MOD DRAINAGE, SIGNALS, SIDEWALKS, CURB RAMPS AND LANDSCAPE.
Location DescriptionSOLANO COUNTY IN VALLEJO FROM 0.2 MILE NORTH OF ROUTE 80/ 29 SEPARATION TO NAPA COUNTY LINE
QA Service Level1 (Verified on 08/14/2025)

Sample Information

Sample Taken Date12/16/2025 Sample Unique Key54
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 constitutes42 Sq 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 collectedBay Cities Yards
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2025-12-16-54
DIME Test ID: 2025-12-16-54-1
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: 2.14
Highest adjust wet density: 2.19
% Moisture: 12.6 %
Optimum Moisture: 2.0 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/30/2026