Summary for Test 2023-05-02-26-1
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 | 05/02/2023 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 05/02/2023 |
| Sample type | Department Acceptance | A brief description of the sample | brown silty sand some gravel and clay |
| The quantity of what the sample constitutes | 40 lbs | 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 | TESTER | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | 13 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | DS#3 sta 50+56.73 | 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: 2023-05-02-26
DIME Test ID: 2023-05-02-26-1
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: 2023-05-03
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/02/2023
Gage No.: 30681
Test No.: 13
Nuclear By: Neale Brown
Non-Bias Plan No.: 8 even
Depth: 8
Material No.: no data
Material Type: Brown- sandy silt, some clay and gravel
Impact By: Neale Brown
Standard Count Density: 1620 g/cc
Count or Density 1: 2.11 g/cc
Count or Density 2: 2.07 g/cc
Count or Density 3: 2.06 g/cc
Standard Count Moisture: 617 g/cc
Moisture Count 1: 0.17 g/cc
Moisture Count 2: 0.17 g/cc
Moisture Count 3: 0.19 g/cc
Density: 2.07
Moisture: 0.18
Sum of Count or Density: 6.24 g/cc
Average of Count or Density: 2.08 g/cc
Sum of Moisture Count: 0.53 g/cc
Average of Moisture Count: 0.18 g/cc
Calculated Percent Relative Compaction: 92.4 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): DS#2 (East side of headwall) elevation: 3.5' BFG width 5' length 18 ft probe 8" 90% required per Bernard
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X7604_3700_230502_13to15_CTM231_216 | 312.84 KB | 05/03/2023 | 2023-05-02-26-1 | Info |
Test was verified on 5/3/2023 ✔