Summary for Test 2025-11-12-20-1

Test performed: CTM 231-March 2013

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 Date11/12/2025 Sample Unique Key20
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 testing11/12/2025
Sample typeQuality Assurance A brief description of the samplecompacted 3/4 agg base
The quantity of what the sample constitutesper spec From where was the sample collectedJob Site
First name of sampler or witnessed bylee Last name of sampler or witnessed byrenick
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMCM Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameDR, FINEBRIDGE Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)dr,finebridge
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 collected1 NE abutment
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: 2025-11-12-20
DIME Test ID: 2025-11-12-20-1
Testing Lab: CT D01 - Crescent City Field Laboratory
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2025-11-13

Test Results


Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Calculated
Tester's full name: Lee Renick
Date of test: 11/12/2025
Sum of Count or Density: no data
Average of Count or Density: no data
Sum of Moisture Count: no data
Average of Moisture Count: no data
Count Ratio Density: no data
Count Ratio Moisture: no data
Calculated Percent Relative Compaction: 98 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): hole 1 north east hole test site

Test was verified on 11/13/2025