Summary for Test 2025-04-03-56-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1000539
DEA: 044K3004
EFIS: 0417000293
DIST-CO-RTE-PM04-SOL-80-22.1/R23.0
Award Date11/05/2024
Closeout Date05/25/2026
Work DescriptionCONSTRUCT CONCRETE BARRIER AND INSTALL DRAINAGE SYSTEM.
Location DescriptionSOLANO COUNTY FROM 1.2 MILES EAST OF NORTH TEXAS STREET OVERCROSSING IN FAIRFIELD TO 0.1 MILE WEST OF CHERRY GLEN ROAD OVERCROSSING IN VACAVILLE
QA Service Level1 (Verified on 08/29/2024)

Sample Information

Sample Taken Date04/03/2025 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing04/03/2025 Sample typeQuality Assurance
A brief description of the sampleStructural Backfill Material The quantity of what the sample constitutes two cylinders
From where was the sample collectedJob Site First name of sampler or witnessed byIGNACIO
Last name of sampler or witnessed byARECHIGA Title of sampler
Telephone number of sampler5102077252 Laboratory sample identificationRich_25_118
Linked DIME Sample ID The fabricator/manufacturer/facility namevulcan materials
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Jobsite
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedJob Site
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-04-03-56
DIME Test ID: 2025-04-03-56-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2025-04-11

Test Results


Is oversize material: No
Input Type: Calculated
Tester's full name: IGNACIO ARECHIGA
Date of test: 04/03/2025
In-place wet density: 2.22
Highest adjust wet density: 2.37
% Moisture: 5.7 %
Optimum Moisture: 9.7 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters): structural backfill

Test was verified on 4/11/2025 ✔