Summary for Test 2022-01-12-5-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214620 DEA: 07309304 EFIS: 0714000281 |
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DIST-CO-RTE-PM | 07-LA-210,405,605-Various |
Award Date | 03/18/2020 |
Closeout Date | 07/26/2022 |
Work Description | REINFORCE STRUCTURAL CONCRETE BRIDGE AND PLACE RHMA SHOULDER PAVING. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/15/2020) |
Sample Information
Sample Taken Date | 01/12/2022 | Sample Unique Key | 5 |
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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 | 01/12/2022 |
Sample type | Acceptance | A brief description of the sample | Subgrade |
The quantity of what the sample constitutes | 310 SF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
Laboratory sample identification | 22-0056 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | NA | 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 | Subgrade |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at subgrade | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-01-12-5
DIME Test ID: 2022-01-12-5-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2022-01-12
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 01/12/2022
Gage No.: 63091
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: Random
Depth: 5
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 1607 g/cc
Count or Density 1: 2.21 g/cc
Count or Density 2: 2.33 g/cc
Count or Density 3: 2.06 g/cc
Standard Count Moisture: 645 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.13 g/cc
Moisture Count 3: 0.14 g/cc
Sum of Count or Density: 6.60 g/cc
Average of Count or Density: 2.20 g/cc
Sum of Moisture Count: 0.42 g/cc
Average of Moisture Count: 0.14 g/cc
Calculated Percent Relative Compaction: 96.5 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/12/2022 ✔