Summary for Test 2025-11-12-21-1
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 | 21 |
|---|---|---|---|
| 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 | 2 Nw 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: 2025-11-12-21
DIME Test ID: 2025-11-12-21-1
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: 1578 g/cc
Average of Count or Density: 914 g/cc
Sum of Moisture Count: 556 g/cc
Average of Moisture Count: 189 g/cc
Count Ratio Density: 0.57
Count Ratio Moisture: 0.26
Calculated Percent Relative Compaction: 2.4 %
Reported Percent Relative Compaction: 98.4 %
General comments (publicly viewable) (Max 1000 characters): northwest abutment test site north end of dr,finebridge passes spec compaction 12x12' test ste
Test was verified on 11/13/2025 ✔