Summary for Test 2023-09-07-3-1
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 | 09/07/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 09/07/2023 |
| Sample type | Acceptance | A brief description of the sample | slit sand bend with class 2 AB |
| The quantity of what the sample constitutes | slit sand bend with class 2 AB | 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 | Griffith Edmonston | 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 | jobsite - compacted base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-09-07-3
DIME Test ID: 2023-09-07-3-1
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: 2023-09-07
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 09/07/2023
Gage No.: 30681
Test No.: 258
Nuclear By: james watson
Non-Bias Plan No.: 3 odd
Depth: 6
Material No.: no data
Material Type: existing ab blend
Impact By: Paul Klinker
Standard Count Density: 1603 g/cc
Count or Density 1: 1229 g/cc
Count or Density 2: 1258 g/cc
Count or Density 3: 1420 g/cc
Standard Count Moisture: 617 g/cc
Moisture Count 1: 51 g/cc
Moisture Count 2: 60 g/cc
Moisture Count 3: 105 g/cc
Sum of Count or Density: 3907.00 g/cc
Average of Count or Density: 1302.00 g/cc
Sum of Moisture Count: 216.00 g/cc
Average of Moisture Count: 72.00 g/cc
Count Ratio Density: 0.81
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 94.2 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): NB H5 line off ramp Sta 529+65 to 535+65 elevation: FSG width: 10ft prone 6" 95% required
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37035_230907_256to259 | 1258.27 KB | 09/07/2023 | 2023-09-07-3-1 | Info |
Test was verified on 9/7/2023 ✔