Summary for Test 2023-04-13-2-1
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 | 04/13/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 04/13/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Mostly F&M sand, some P gravel light brown |
| 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 | Brown |
| Title of sampler | Materials Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | 216 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Native soil sta 40+80 to 55+80 | 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: 2023-04-13-2
DIME Test ID: 2023-04-13-2-1
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: 2023-04-13
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: 04/13/2023
Gage No.: 30681
Test No.: 216
Nuclear By: Neale Brown
Non-Bias Plan No.: 7 even
Depth: 8
Material No.: no data
Material Type: Native-sitty F-m sand, few P gravel
Impact By: Neale Brown
Standard Count Density: 1621 g/cc
Count or Density 1: 1006 g/cc
Count or Density 2: 1082 g/cc
Count or Density 3: 1001 g/cc
Count or Density 4: 1074 g/cc
Count or Density 5: 1127 g/cc
Standard Count Moisture: 619 g/cc
Moisture Count 1: 87 g/cc
Moisture Count 2: 98 g/cc
Moisture Count 3: 95 g/cc
Moisture Count 4: 79 g/cc
Moisture Count 5: 94 g/cc
Sum of Count or Density: 5290 g/cc
Average of Count or Density: 1058 g/cc
Sum of Moisture Count: 453 g/cc
Average of Moisture Count: 91 g/cc
Count Ratio Density: 0.65
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 97.6 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): NB SR Lane # 2 Sta 40+80 to 55+80 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_230413_215to217 | 361.93 KB | 04/13/2023 | 2023-04-13-2-1 | Info |
Test was verified on 4/13/2023 ✔