Summary for Test 2023-07-28-15-1
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 | 07/28/2023 | Sample Unique Key | 15 |
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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 | 07/28/2023 |
Sample type | Department Acceptance | A brief description of the sample | poorly graded sand, few silt and p gravel |
The quantity of what the sample constitutes | 40 lbs native existing 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 | 249 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Griffith construction | 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: 2023-07-28-15
DIME Test ID: 2023-07-28-15-1
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: 2023-07-28
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 07/28/2023
Gage No.: 30681
Test No.: 249
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 1 odd
Depth: 8
Material No.: no data
Material Type: poorly graded sand few silt and p gravel
Impact By: Neale Brown
Standard Count Density: 1607 g/cc
Count or Density 1: 915 g/cc
Count or Density 2: 917 g/cc
Count or Density 3: 1068 g/cc
Count or Density 4: 1174 g/cc
Count or Density 5: 981 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 101 g/cc
Moisture Count 2: 102 g/cc
Moisture Count 3: 88 g/cc
Moisture Count 4: 72 g/cc
Moisture Count 5: 94 g/cc
Density: 2.02
Moisture: 0.11
Sum of Count or Density: 5055.00 g/cc
Average of Count or Density: 1011.00 g/cc
Sum of Moisture Count: 457.00 g/cc
Average of Moisture Count: 91.00 g/cc
Count Ratio Density: 0.63
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 96.2 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): Sta 468+00 to 473+00 elevation FSG width 32 ft
Test was verified on 7/28/2023 ✔