Summary for Test 2023-07-18-1-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 07/18/2023 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 07/18/2023 |
| Sample type | Department Acceptance | A brief description of the sample | poorly graded sand, few silt and p gravel |
| The quantity of what the sample constitutes | 40 lbs native existing material | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Bown |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | 240 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Griffith construction | 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 | Test holes at jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-07-18-1
DIME Test ID: 2023-07-18-1-1
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: 2023-07-18
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 07/18/2023
Gage No.: 30699
Test No.: 240
Nuclear By: Neale Brown
Non-Bias Plan No.: 3 even
Depth: 8
Material No.: no data
Material Type: poorly graded sand few silt and p gravel
Impact By: Neale Brown
Standard Count Density: 1942 g/cc
Count or Density 1: 798 g/cc
Count or Density 2: 1175 g/cc
Count or Density 3: 1270 g/cc
Count or Density 4: 882 g/cc
Count or Density 5: 1184 g/cc
Standard Count Moisture: 624 g/cc
Moisture Count 1: 84 g/cc
Moisture Count 2: 91 g/cc
Moisture Count 3: 74 g/cc
Moisture Count 4: 97 g/cc
Moisture Count 5: 64 g/cc
Density: 2.09
Moisture: 0.10
Sum of Count or Density: 5309.00 g/cc
Average of Count or Density: 1062.00 g/cc
Sum of Moisture Count: 410.00 g/cc
Average of Moisture Count: 82.00 g/cc
Count Ratio Density: 0.55
Count Ratio Moisture: 0.13
Calculated Percent Relative Compaction: 99.5 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): NB SR 99 Lane #2 Sta 275+90 to 290+90 (station 286+80 to 288+80 excluded due to pumping condition present) elevation: 1.35'BFG width: 12ft 8" probe
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37035_230717_240to242 | 196.94 KB | 07/18/2023 | 2023-07-18-1-1 | Info |
Test was verified on 7/18/2023 ✔