Summary for Test 2023-12-29-8-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994084 DEA: 060U8804 EFIS: 0616000074 |
---|---|
DIST-CO-RTE-PM | 06-TUL-99-26.3/27.6 |
Award Date | 01/23/2023 |
Closeout Date | Not set |
Work Description | CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY |
Location Description | ON STATE ROUTE 99 |
QA Service Level | 1 (Verified on 03/13/2023) |
Sample Information
Sample Taken Date | 12/29/2023 | Sample Unique Key | 8 |
---|---|---|---|
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 | 12/29/2023 |
Sample type | Department Acceptance | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 40 lbs native material | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
Title of sampler | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | SPCI | 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 | CTM 231 test location | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-12-29-8
DIME Test ID: 2023-12-29-8-1
Testing Lab: CT D06 - Bakersfield 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: 2024-01-02
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 12/29/2023
Gage No.: 30699
Test No.: 12
Nuclear By: Neale Brown
Non-Bias Plan No.: 8 even
Depth: 8
Material No.: no data
Material Type: sandy silty, BN, F-G
Impact By: Neale Brown
Standard Count Density: 1894 g/cc
Count or Density 1: 1370 g/cc
Count or Density 2: 1313 g/cc
Count or Density 3: 1263 g/cc
Count or Density 4: 1183 g/cc
Count or Density 5: 1182 g/cc
Standard Count Moisture: 628 g/cc
Moisture Count 1: 219 g/cc
Moisture Count 2: 207 g/cc
Moisture Count 3: 221 g/cc
Moisture Count 4: 209 g/cc
Moisture Count 5: 199 g/cc
Sum of Count or Density: 6311.00 g/cc
Average of Count or Density: 1262.00 g/cc
Sum of Moisture Count: 1055.00 g/cc
Average of Moisture Count: 211.00 g/cc
Count Ratio Density: 0.67
Count Ratio Moisture: 0.34
Calculated Percent Relative Compaction: 92.3 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): Commercial Ave Abut # 1 Sta 28+32 to 28+59 Elevation: 2612.90ft to 263.0ft width: 350 ft
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0U8804_37039_231229_09to12 | 325.12 KB | 01/02/2024 | 2023-12-29-8-1 | Info |
Test was verified on 1/2/2024 ✔