Summary for Test 2024-05-29-37-1
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 | 05/29/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 05/29/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Structure Backfill(3/4"-) |
| The quantity of what the sample constitutes | 2 Buckets | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Gary | Last name of sampler or witnessed by | Zamora |
| Title of sampler | Transportation Engineer | Telephone number of sampler | 7076665469 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Tidewater/Hole Pit | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Dr fine bridge | Bid Item | Not set |
Material Information
| Material Type | Aggregate | 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 collected | Abutment 1 | |
| 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: 2024-05-29-37
DIME Test ID: 2024-05-29-37-1
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: 2024-05-30
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Gary Zamora
Date of test: 05/29/2024
Gage No.: 63512
Test No.: 1
Nuclear By: gary zamora
Non-Bias Plan No.: 1
Depth: 8"
Material No.: Structure Backfill
Material Type: 3/4"-
Impact By: gary zamora
Standard Count Density: 1521 g/cc
Count or Density 1: 603 g/cc
Count or Density 2: 598 g/cc
Count or Density 3: 554 g/cc
Standard Count Moisture: 695 g/cc
Moisture Count 1: 196 g/cc
Moisture Count 2: 203 g/cc
Moisture Count 3: 194 g/cc
Sum of Count or Density: 1755 g/cc
Average of Count or Density: 585 g/cc
Sum of Moisture Count: 593 g/cc
Average of Moisture Count: 198 g/cc
Count Ratio Density: 0.38
Count Ratio Moisture: 0.28
Calculated Percent Relative Compaction: 95.8 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): Compaction test taken at abutment 1
Test was verified on 5/30/2024 ✔