Summary for Test 2023-04-12-8-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994078 DEA: 060X7604 EFIS: 0618000129 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-0.2/0.6 |
| Award Date | 09/26/2022 |
| Closeout Date | 04/08/2024 |
| Work Description | INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY. |
| Location Description | KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET |
| QA Service Level | 1 (Verified on 07/11/2022) |
Sample Information
| Sample Taken Date | 04/12/2023 | 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 | 04/12/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 40 lbs | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
| Title of sampler | TESTER | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | 4 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | EB Hwy 119 sta 43+50 TO 49+10 | 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: 2023-04-12-8
DIME Test ID: 2023-04-12-8-1
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: 2023-04-12
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 04/12/2023
Gage No.: 30699
Test No.: 4
Nuclear By: James Watson
Non-Bias Plan No.: 7 even
Depth: 8
Material No.: no data
Material Type: Class 2 AB
Impact By: James Watson
Standard Count Density: 1942 g/cc
Count or Density 1: 779 g/cc
Count or Density 2: 776 g/cc
Count or Density 3: 703 g/cc
Count or Density 4: 641 g/cc
Count or Density 5: 746 g/cc
Standard Count Moisture: 629 g/cc
Moisture Count 1: 90 g/cc
Moisture Count 2: 91 g/cc
Moisture Count 3: 93 g/cc
Moisture Count 4: 76 g/cc
Moisture Count 5: 96 g/cc
Sum of Count or Density: 3645 g/cc
Average of Count or Density: 729 g/cc
Sum of Moisture Count: 446 g/cc
Average of Moisture Count: 89 g/cc
Count Ratio Density: 0.38
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 100 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): EB Hwy 119 shoulder/ turn ln, Station 43+50 to 49+10 A line Sta 20+00 to 21+23 B line elevation .65' BFG width : 8'-20' probe 8"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06_0X7604_37000_230412_04_CTM231_216 | 120.13 KB | 04/12/2023 | 2023-04-12-8-1 | Info |
Test was verified on 4/12/2023 ✔