Summary for Test 2024-05-30-12-1

Test performed: CTM 216-June 2011

Project Information

Project IdentifiersProject ID: 215620
DEA: 01436404
EFIS: 0100000193
DIST-CO-RTE-PM01-DN-101-35.8/36.5
Award Date07/11/2022
Closeout DateNot set
Work DescriptionDr. Fine Bridge Replacement
Location DescriptionDR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER.
QA Service Level1 (Verified on 03/26/2021)

Sample Information

Sample Taken Date05/30/2024 Sample Unique Key12
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 testing05/30/2024
Sample typeQuality Assurance A brief description of the sampleStructure Backfill(3/4"-)
The quantity of what the sample constitutes2 buckets From where was the sample collectedJob Site
First name of sampler or witnessed byGary Last name of sampler or witnessed byZamora
Title of samplerTransportation Engineer Telephone number of sampler7076665469
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTidewater/Hole Pit Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameDr fine bridge Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Tidewater/Hole Pit
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 collectedAbutment 1(East Embankment)
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: 2024-05-30-12
DIME Test ID: 2024-05-30-12-1
Testing Lab: CT D01 - Crescent City Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-05-30

Test Results


Is oversize material: No
Input Type: Measured
Tester's full name: Gary Zamora
Date of test: 05/30/2024
In-place wet density: 2.37
Highest adjust wet density: 2.44
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): Sample tested was the east embankment at abutment 1.

Test was verified on 5/30/2024