Summary for Test 2023-09-27-9-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 |
|---|---|
| DIST-CO-RTE-PM | 06-KER, -46-26.1/30.2 |
| Award Date | 07/17/2023 |
| Closeout Date | Not set |
| Work Description | CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY. |
| Location Description | KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT |
| QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
| Sample Taken Date | 09/27/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 09/27/2023 |
| Sample type | Acceptance | A brief description of the sample | Clay, silt sand mixture, BRN reddish |
| The quantity of what the sample constitutes | up to 2000 sq yd | 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 | 02 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Rte 46 | 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: 2023-09-27-9
DIME Test ID: 2023-09-27-9-1
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: 2023-09-28
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kulwinder Rai
Date of test: 09/27/2023
Gage No.: 30699
Test No.: 2
Nuclear By: Neale Brown
Non-Bias Plan No.: 7 even
Depth: 5
Material No.: no data
Material Type: Clay, silt sand mixture, reddish, BRN
Impact By: Paul Klinker
Standard Count Density: 1905 g/cc
Count or Density 1: 2069 g/cc
Count or Density 2: 1865 g/cc
Count or Density 3: 1816 g/cc
Count or Density 4: 1741 g/cc
Count or Density 5: 1899 g/cc
Standard Count Moisture: 624 g/cc
Moisture Count 1: 143 g/cc
Moisture Count 2: 157 g/cc
Moisture Count 3: 171 g/cc
Moisture Count 4: 167 g/cc
Moisture Count 5: 139 g/cc
Sum of Count or Density: 9390.00 g/cc
Average of Count or Density: 1878.00 g/cc
Sum of Moisture Count: 777.00 g/cc
Average of Moisture Count: 155.00 g/cc
Count Ratio Density: 0.99
Count Ratio Moisture: 0.25
Calculated Percent Relative Compaction: 94.5 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): BRWN line sta 12+60 to 18+20 Roadway Elevation: FSG width: 32ft probe: 5" 95% required
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-442564_37031_230927_1to4_CTM216&231 | 1364.86 KB | 09/28/2023 | 2023-09-27-9-1 | Info |
Test was verified on 9/28/2023 ✔