Summary for Test 2023-06-08-17-1
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 | 06/08/2023 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 06/08/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Roadway 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 | Bown |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | none- native material at jobsite | 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: 2023-06-08-17
DIME Test ID: 2023-06-08-17-1
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: 2023-06-09
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/08/2023
Gage No.: 30699
Test No.: 230
Nuclear By: Neale Brown
Non-Bias Plan No.: 6odd
Depth: 8
Material No.: no data
Material Type: SiltyF-M Sand trace clay, P gravel
Impact By: James Watson
Standard Count Density: 1942 g/cc
Count or Density 1: 970 g/cc
Count or Density 2: 860 g/cc
Count or Density 3: 936 g/cc
Standard Count Moisture: 630 g/cc
Moisture Count 1: 95 g/cc
Moisture Count 2: 93 g/cc
Moisture Count 3: 89 g/cc
Density: 2.18
Moisture: 0.11
Sum of Count or Density: 2766 g/cc
Average of Count or Density: 922 g/cc
Sum of Moisture Count: 277 g/cc
Average of Moisture Count: 92 g/cc
Count Ratio Density: 0.47
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 96.8 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): SR sta 534+60+00 to 532+50 elevation 1.20' BFG width = 44 ft probe 8" Test # 230
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37035_230608_228to230 | 339.17 KB | 06/09/2023 | 2023-06-08-17-1 | Info |
Test was verified on 6/9/2023 ✔