Summary for Test 2023-04-13-8-1
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 | 04/13/2023 | 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 | 04/12/2023 |
| Sample type | 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 | 5 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | EB Hwy 119 sta 51+10 to 55+60 , Sta 20+00 to 20+83 | 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 | At test holes around jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-04-13-8
DIME Test ID: 2023-04-13-8-1
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: 2023-04-13
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: 04/13/2023
Gage No.: 30699
Test No.: 5
Nuclear By: James Watson
Non-Bias Plan No.: 2-even
Depth: 8
Material No.: no data
Material Type: Class 2 AB
Impact By: James Watson
Standard Count Density: 1943 g/cc
Count or Density 1: 762 g/cc
Count or Density 2: 728 g/cc
Count or Density 3: 774 g/cc
Count or Density 4: 723 g/cc
Count or Density 5: 725 g/cc
Standard Count Moisture: 624 g/cc
Moisture Count 1: 101 g/cc
Moisture Count 2: 107 g/cc
Moisture Count 3: 96 g/cc
Moisture Count 4: 102 g/cc
Moisture Count 5: 87 g/cc
Sum of Count or Density: 3712.00 g/cc
Average of Count or Density: 742.00 g/cc
Sum of Moisture Count: 493.00 g/cc
Average of Moisture Count: 99.00 g/cc
Count Ratio Density: 0.38
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 99.5 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): EB Hwy 119 Sta 51+10 to 55+60 A line and B line Sta20+00 to 20+83 elevation .65 ft BFG width ; 20 ft probe: 8 "
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06_0X7604_37000_230413_05&06_CTM231_216 | 233.35 KB | 04/13/2023 | 2023-04-13-8-1 | Info |
Test was verified on 4/13/2023 ✔