Summary for Test 2025-05-28-33-1
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 | 05/28/2025 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 05/29/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4 minus backfill |
| The quantity of what the sample constitutes | 100 | 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 | 7076665918 | |
| 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 | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Starry pitt |
|---|---|---|---|
| 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 | north side abutment and along the ns retaining wall | |
| 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: 2025-05-28-33
DIME Test ID: 2025-05-28-33-1
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: 2025-05-30
Test Results
Method Type:: Standard Count
Number of Tests:: 4
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Lee Renick
Date of test: 05/30/2025
Gage No.: d03424051
Test No.: 1
Nuclear By: no data
Non-Bias Plan No.: 3
Depth: 8"
Material No.: no data
Material Type: 3/4-
Impact By: no data
Standard Count Density: 1615 g/cc
Count or Density 1: 666 g/cc
Count or Density 2: 647 g/cc
Count or Density 3: 661 g/cc
Count or Density 4: 622 g/cc
Standard Count Moisture: 678 g/cc
Moisture Count 1: 139 g/cc
Moisture Count 2: 149 g/cc
Moisture Count 3: 161 g/cc
Moisture Count 4: 149 g/cc
Density: 649
Moisture: 150
Sum of Count or Density: 2596 g/cc
Average of Count or Density: 649 g/cc
Sum of Moisture Count: 598 g/cc
Average of Moisture Count: 150 g/cc
Count Ratio Density: 0.4
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 96.7 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): this test was done at the north end abutment wall and along the NS retaining wall
Test was verified on 5/30/2025 ✔