Summary for Test 2023-09-07-2-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
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DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
Award Date | 12/08/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
Sample Taken Date | 09/07/2023 | Sample Unique Key | 2 |
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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 | 09/07/2023 |
Sample type | Department Acceptance | A brief description of the sample | slit sand bend with class 2 AB |
The quantity of what the sample constitutes | slit sand bend with class 2 AB | 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 | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Griffith Edmonston | 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 | jobsite - compacted base | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-09-07-2
DIME Test ID: 2023-09-07-2-1
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: 2023-09-07
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: James Watson
Date of test: 09/07/2023
Gage No.: 30681
Test No.: 257
Nuclear By: james watson
Non-Bias Plan No.: 5 odd
Depth: 6
Material No.: no data
Material Type: slit sand blend with base
Impact By: Paul Klinker
Standard Count Density: 1603 g/cc
Count or Density 1: 1501 g/cc
Count or Density 2: 1621 g/cc
Count or Density 3: 1554 g/cc
Standard Count Moisture: 617 g/cc
Moisture Count 1: 90 g/cc
Moisture Count 2: 80 g/cc
Moisture Count 3: 115 g/cc
Sum of Count or Density: 4676 g/cc
Average of Count or Density: 1559 g/cc
Sum of Moisture Count: 285 g/cc
Average of Moisture Count: 95 g/cc
Count Ratio Density: 0.97
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 93.8 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): NB 99 H6 Gore Area station 624+95 to 626+20 elevation: FSG width: 22' - 30' probe: 6" 95% required
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0Q9204_37035_230907_256to259 | 1258.27 KB | 09/07/2023 | 2023-09-07-2-1 | Info |
Test was verified on 9/7/2023 ✔