Summary for Test 2023-05-15-11-2
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 | 05/15/2023 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 05/15/2023 |
| 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 | 16 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | EB HWY 119 A line sta 48+50 to 62+90, B line 20+84 to 19+59 and 21+43 to 20+38 | 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: 2023-05-15-11
DIME Test ID: 2023-05-15-11-2
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: 2023-05-16
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/15/2023
Gage No.: 30683
Test No.: 16
Nuclear By: Neale Brown
Non-Bias Plan No.: 2even
Depth: 8
Material No.: no data
Material Type: clayey-sand mixture, light reddish BRN
Impact By: Neale Brown
Standard Count Density: 1686 g/cc
Count or Density 1: 1.98 g/cc
Count or Density 2: 1.99 g/cc
Count or Density 3: 1.99 g/cc
Standard Count Moisture: 653 g/cc
Moisture Count 1: 0.1 g/cc
Moisture Count 2: 0.09 g/cc
Moisture Count 3: 0.12 g/cc
Sum of Count or Density: 5.96 g/cc
Average of Count or Density: 1.99 g/cc
Sum of Moisture Count: 0.31 g/cc
Average of Moisture Count: 0.1 g/cc
Calculated Percent Relative Compaction: 91.7 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): EB Hwy 119 A line Sta 43+50 to 62+90, Bline sta 20+84 to 19+59 and sta 21+43 to 20+38 elevation: FG width: 3 ft probe 8"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X7604_3700_230515_16_CTM231_216 | 60.63 KB | 05/16/2023 | 2023-05-15-11-2 | Info |
Test was verified on 5/16/2023 ✔