Summary for Test 2025-11-12-23-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215620 DEA: 01436404 EFIS: 0100000193 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-35.8/36.5 |
| Award Date | 07/11/2022 |
| Closeout Date | Not set |
| Work Description | Dr. Fine Bridge Replacement |
| Location Description | DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER. |
| QA Service Level | 1 (Verified on 03/26/2021) |
Sample Information
| Sample Taken Date | 11/12/2025 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 testing | 11/12/2025 |
| Sample type | Quality Assurance | A brief description of the sample | compacted 3/4 agg base |
| The quantity of what the sample constitutes | per spec | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | lee | Last name of sampler or witnessed by | renick |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | MCM Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | DR, FINEBRIDGE | Bid Item | Not set |
Material Information
| Material Type | Aggregate | 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 collected | 4 SW abutment | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-11-12-23
DIME Test ID: 2025-11-12-23-1
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: Measured
Tester's full name: Lee Renick
Date of test: 11/12/2025
Gage No.: no data
Test No.: no data
Nuclear By: no data
Non-Bias Plan No.: no data
Depth: no data
Material No.: no data
Material Type: no data
Impact By: no data
Standard Count Density: 1578 g/cc
Count or Density 1: 962 g/cc
Count or Density 2: 908 g/cc
Count or Density 3: 898 g/cc
Standard Count Moisture: 675 g/cc
Moisture Count 1: 207 g/cc
Moisture Count 2: 201 g/cc
Moisture Count 3: 199 g/cc
Density: no data
Moisture: no data
Sum of Count or Density: 2768 g/cc
Average of Count or Density: 923 g/cc
Sum of Moisture Count: 607 g/cc
Average of Moisture Count: 202 g/cc
Count Ratio Density: 0.58
Count Ratio Moisture: 0.3
Calculated Percent Relative Compaction: 96.7 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): test site 4 is the south western most abutment i left this one so as to see the working numbers. all abutment sites pass minimum spec of 95 prc relative compaction and above
Test was verified on 11/13/2025 ✔