Summary for Test 2023-06-13-22-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 |
---|---|
DIST-CO-RTE-PM | 06-KER-58,204-R53.4/R54.5,R0.0/4.6 |
Award Date | 10/06/2022 |
Closeout Date | Not set |
Work Description | MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS. |
Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET |
QA Service Level | 1 (Verified on 07/28/2022) |
Sample Information
Sample Taken Date | 06/13/2023 | Sample Unique Key | 22 |
---|---|---|---|
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 | 06/13/2023 |
Sample type | Acceptance | A brief description of the sample | Roadway Material |
The quantity of what the sample constitutes | 40 lbs native material | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Bown |
Title of sampler | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Existing Subgrade | 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 | Test holes at jobsite | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-06-13-22
DIME Test ID: 2023-06-13-22-2
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: 2023-06-13
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Bown
Date of test: 06/13/2023
Gage No.: 30699
Test No.: 1
Nuclear By: Neale Brown
Non-Bias Plan No.: 6odd
Depth: 8
Material No.: no data
Material Type: Sitty F-m sand, mod BRN
Impact By: James Watson
Standard Count Density: 1957 g/cc
Count or Density 1: 930 g/cc
Count or Density 2: 895 g/cc
Count or Density 3: 928 g/cc
Standard Count Moisture: 623 g/cc
Moisture Count 1: 130 g/cc
Moisture Count 2: 127 g/cc
Moisture Count 3: 124 g/cc
Sum of Count or Density: 2753.00 g/cc
Average of Count or Density: 918.00 g/cc
Sum of Moisture Count: 381.00 g/cc
Average of Moisture Count: 127.00 g/cc
Count Ratio Density: 0.47
Count Ratio Moisture: 0.20
Calculated Percent Relative Compaction: 96.8 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): Curb ramp # 4 elevation : FSG, width : 5 ft length = 18 ft
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0W15V4_3700_230613_1&2 | 221.78 KB | 06/13/2023 | 2023-06-13-22-2 | Info |
Test was verified on 6/13/2023 ✔