Summary for Test 2023-04-07-16-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 |
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DIST-CO-RTE-PM | 06-MAD-99-R6.9/R7.6 |
Award Date | 06/22/2022 |
Closeout Date | Not set |
Work Description | Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS. |
Location Description | MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING |
QA Service Level | 1 (Verified on 07/28/2021) |
Sample Information
Sample Taken Date | 04/07/2023 | Sample Unique Key | 16 |
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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 | 04/07/2023 |
Sample type | Quality Assurance | A brief description of the sample | Drainage backfill |
The quantity of what the sample constitutes | 1000 SQYD | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Drainage system 10 F | |
Where the material sample would have been placed if not sampled | Pipe Backfill |
Test Details
DIME Sample ID: 2023-04-07-16
DIME Test ID: 2023-04-07-16-1
Testing Lab: CT D06 - Millbrook 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: 2023-04-11
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/07/2023
Gage No.: 30679
Test No.: 3
Nuclear By: Noah Hunt
Non-Bias Plan No.: 7 Even
Depth: 8
Material No.: no data
Material Type: no data
Impact By: Noah Hunt
Standard Count Density: 2003 g/cc
Count or Density 1: 984 g/cc
Count or Density 2: 912 g/cc
Count or Density 3: 968 g/cc
Standard Count Moisture: 619 g/cc
Moisture Count 1: 142 g/cc
Moisture Count 2: 154 g/cc
Moisture Count 3: 149 g/cc
Density: 2.22
Moisture: 0.20
Sum of Count or Density: 2864.00 g/cc
Average of Count or Density: 955.00 g/cc
Sum of Moisture Count: 445.00 g/cc
Average of Moisture Count: 148.00 g/cc
Count Ratio Density: 0.48
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 99.1 %
Reported Percent Relative Compaction: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
IMG_0388 | JPG | 4869.20 KB | 04/11/2023 | 2023-04-07-16-1 | Info |
Test was verified on 4/11/2023 ✔