Summary for Test 2024-05-01-29-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994819 DEA: 060U4304 EFIS: 0616000033 |
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DIST-CO-RTE-PM | 06-KER-184-8.5/11.6 |
Award Date | 10/26/2023 |
Closeout Date | Not set |
Work Description | RESURFACE LANES AND SHOULDERS. |
Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE |
QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
Sample Taken Date | 05/01/2024 | Sample Unique Key | 29 |
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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 | 05/01/2024 |
Sample type | Department Acceptance | A brief description of the sample | Native Soil |
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 | Brown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Collected at jobsite | 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 | CTM 231 test location | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-05-01-29
DIME Test ID: 2024-05-01-29-1
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: 2024-05-01
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/01/2024
Gage No.: 30681
Test No.: 3
Nuclear By: Neale Brown
Non-Bias Plan No.: 9 odd
Depth: 8
Material No.: no data
Material Type: Clay, sand silt mixture w/f gravel /Reddish BRN
Impact By: Neale Brown
Standard Count Density: 1584 g/cc
Count or Density 1: 1189 g/cc
Count or Density 2: 939 g/cc
Count or Density 3: 718 g/cc
Standard Count Moisture: 613 g/cc
Moisture Count 1: 115 g/cc
Moisture Count 2: 134 g/cc
Moisture Count 3: 139 g/cc
Density: 2.08
Moisture: 0.17
Sum of Count or Density: 2846.00 g/cc
Average of Count or Density: 949.00 g/cc
Sum of Moisture Count: 388.00 g/cc
Average of Moisture Count: 129.00 g/cc
Count Ratio Density: 0.60
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 92.4 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): DS#11 to DS# 13 Sta 108+68 to 111+50 elevation: 3ft BFG width: 9ft
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0U4304_37029_240501_1to3 | 311.85 KB | 05/01/2024 | 2024-05-01-29-1 | Info |
Test was verified on 5/1/2024 ✔