Summary for Test 2026-04-15-62-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 1001276
DEA: 043X1004
EFIS: 0425000198
DIST-CO-RTE-PM04-SON--36.36
Award Date04/21/2025
Closeout Date07/28/2026
Work Description3X100 REPAIR SLIPOUT AT STILWATER COVE
Location DescriptionSon-001-PM36.36
QA Service Level1 (Verified on 05/22/2025)

Sample Information

Sample Taken Date04/15/2026 Sample Unique Key62
Date that the sample was received by the laboratory/organization performing the testing04/15/2026 Sample typeQuality Assurance
A brief description of the sampleCompaction The quantity of what the sample constitutes1 bag
From where was the sample collectedJob Site First name of sampler or witnessed byJose Leon
Last name of sampler or witnessed byAmparan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameJobiste
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 collectedBodega bay
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: 2026-04-15-62
DIME Test ID: 2026-04-15-62-1
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: 2026-05-13

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Jose Leon Amparan
Date of test: 04/15/2026
In-place wet density: 2.22
Highest adjust wet density: 2.35
% Moisture: 6.2 %
Optimum Moisture: 10.0 %
Relative compaction: 94
General comments (publicly viewable) (Max 1000 characters): Passed

Test was verified on 5/13/2026 ✔