Summary for Test 2023-04-17-9-1
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 | 04/17/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 04/17/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Class 2 Aggregate Base |
| 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 | 8 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | EB Hwy 119 sta 20+44 to 21+41 | 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: 2023-04-17-9
DIME Test ID: 2023-04-17-9-1
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: 2023-04-17
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: James Watson
Date of test: 04/17/2023
Gage No.: 30699
Test No.: 8
Nuclear By: James Watson
Non-Bias Plan No.: 3- odd
Depth: 6
Material No.: no data
Material Type: Class 2 AB
Impact By: James Watson
Standard Count Density: 1961 g/cc
Count or Density 1: 1544 g/cc
Count or Density 2: 1579 g/cc
Count or Density 3: 1508 g/cc
Standard Count Moisture: 627 g/cc
Moisture Count 1: 115 g/cc
Moisture Count 2: 118 g/cc
Moisture Count 3: 98 g/cc
Density: 2.31
Moisture: 0.13
Sum of Count or Density: 4631 g/cc
Average of Count or Density: 1544 g/cc
Sum of Moisture Count: 331 g/cc
Average of Moisture Count: 110 g/cc
Count Ratio Density: 0.79
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 96.7 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): sidewalk Sta 20+44 to 21+41 B line elevation 0.33ft BFG width 6' to 9' probe 5"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X7604_37000_230417_08_CTM231_216 | 110.26 KB | 04/17/2023 | 2023-04-17-9-1 | Info |
Test was verified on 4/17/2023 ✔