Summary for Test 2023-07-13-8-1
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 | 11/03/2025 |
| 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 | 07/13/2023 | 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 | 07/13/2023 |
| 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 | 237 | 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 | Bid Item | Not set |
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: 2023-07-13-8
DIME Test ID: 2023-07-13-8-1
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: 2023-07-13
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: 07/13/2023
Gage No.: 30699
Test No.: 237
Nuclear By: Neale Brown
Non-Bias Plan No.: 6 odd
Depth: 8
Material No.: no data
Material Type: poorly graded sand few silt and p gravel
Impact By: Neale Brown
Standard Count Density: 1935 g/cc
Count or Density 1: 1118 g/cc
Count or Density 2: 914 g/cc
Count or Density 3: 1140 g/cc
Count or Density 4: 1282 g/cc
Count or Density 5: 1248 g/cc
Standard Count Moisture: 620 g/cc
Moisture Count 1: 73 g/cc
Moisture Count 2: 117 g/cc
Moisture Count 3: 86 g/cc
Moisture Count 4: 83 g/cc
Moisture Count 5: 75 g/cc
Sum of Count or Density: 5702 g/cc
Average of Count or Density: 1140 g/cc
Sum of Moisture Count: 434 g/cc
Average of Moisture Count: 87 g/cc
Count Ratio Density: 0.59
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 95.2 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Lane #2 sta 243+62 to 253+40 elevation: 1.35 ft BFG width: 12 ft probe 8"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0Q9204_37035_230712_233to237 | 602.07 KB | 07/13/2023 | 2023-07-13-8-1 | Info |
Test was verified on 7/13/2023 ✔