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 DateNot set
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
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 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