Summary for Test 2022-06-29-5-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 06/29/2022 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 06/29/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 25 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 | 22-1616 | 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 | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Structural Backfill |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-06-29-5
DIME Test ID: 2022-06-29-5-1
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: 2022-06-29
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: 06/29/2022
Gage No.: 63091
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: Random
Depth: 12
Material No.: no data
Material Type: Structural Backfill
Impact By: Michelangelo Sese
Standard Count Density: 1602 g/cc
Count or Density 1: 1.96 g/cc
Count or Density 2: 1.81 g/cc
Count or Density 3: 2 g/cc
Standard Count Moisture: 644 g/cc
Moisture Count 1: 0.14 g/cc
Moisture Count 2: 0.1 g/cc
Moisture Count 3: 0.15 g/cc
Sum of Count or Density: 5.77 g/cc
Average of Count or Density: 1.92 g/cc
Sum of Moisture Count: 0.39 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 90.3 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/29/2022 ✔