Summary for Test 2023-10-06-16-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994412 DEA: 06442564 EFIS: 0620000053 COOP: 061774 |
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DIST-CO-RTE-PM | 06-KER, -46-26.1/30.2 |
Award Date | 07/17/2023 |
Closeout Date | Not set |
Work Description | CONVERT 2-LANE CONVENTIONAL HIGHWAY TO A 4-LANE EXPRESSWAY. |
Location Description | KERN COUNTY IN AND NEAR LOST HILLS FROM 1.3 MILES WEST OF BROWN MATERIAL ROAD TO 0.2 MILE EAST OF CALIFORNIA AQUEDUCT |
QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
Sample Taken Date | 10/06/2023 | Sample Unique Key | 16 |
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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 | 10/06/2023 |
Sample type | Department Acceptance | A brief description of the sample | Clay, silt sand mixture, BRN reddish |
The quantity of what the sample constitutes | up to 2000 sq yd | 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 | 10 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Rte 46 | 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 | |
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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: 2023-10-06-16
DIME Test ID: 2023-10-06-16-1
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: 2023-10-09
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/06/2023
Gage No.: 30699
Test No.: 10
Nuclear By: Neale Brown
Non-Bias Plan No.: 5 even
Depth: 7
Material No.: no data
Material Type: Clay, sand silt mixture w/f gravel /Reddish BRN
Impact By: kulwinder Rai
Standard Count Density: 1905 g/cc
Count or Density 1: 1172 g/cc
Count or Density 2: 1204 g/cc
Count or Density 3: 1110 g/cc
Count or Density 4: 1136 g/cc
Count or Density 5: 1089 g/cc
Standard Count Moisture: 626 g/cc
Moisture Count 1: 116 g/cc
Moisture Count 2: 156 g/cc
Moisture Count 3: 154 g/cc
Moisture Count 4: 118 g/cc
Moisture Count 5: 156 g/cc
Sum of Count or Density: 5711.00 g/cc
Average of Count or Density: 1142.00 g/cc
Sum of Moisture Count: 700.00 g/cc
Average of Moisture Count: 140.00 g/cc
Count Ratio Density: 0.60
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 2.15 %
Reported Percent Relative Compaction: 2.2 %
General comments (publicly viewable) (Max 1000 characters): WB Hwy 46 Sta 171+00 to 166+50 elevation: 1.60'BFG width: 40ft probe 7" 95% required
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-442564_37031_231006_8to10_CTM216&231 | 300.64 KB | 10/09/2023 | 2023-10-06-16-1 | Info |
Test was verified on 10/9/2023 ✔