Summary for Test 2023-01-13-3-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993162 DEA: 07319104 EFIS: 0716000017 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91-R11.8 |
| Award Date | 02/10/2022 |
| Closeout Date | 01/11/2024 |
| Work Description | ADJUST VERTICAL CLEARANCE WITH ROADWAY EXCAVATION AND PLACE JPCP. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AT NORTHBOUND ROUTE 710 TO EASTBOUND ROUTE 91 CONNECTOR |
| QA Service Level | 1 (Verified on 11/30/2021) |
Sample Information
| Sample Taken Date | 01/13/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/13/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 4860 SF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Chad |
| Last name of sampler or witnessed by | Chotibhongs | Title of sampler | MREA |
| Telephone number of sampler | 213-817-0387 | Laboratory sample identification | 23-0035 |
| 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | NA |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-01-13-3
DIME Test ID: 2023-01-13-3-2
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: 2023-01-13
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 01/13/2023
Gage No.: 60293
Test No.: 1
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 1
Depth: 12
Material No.: Onsite
Material Type: Aggregate Base
Impact By: Chad Chotibhongs
Standard Count Density: 2164 g/cc
Count or Density 1: 2.12 g/cc
Count or Density 2: 2.21 g/cc
Count or Density 3: 2.18 g/cc
Standard Count Moisture: 639 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.2 g/cc
Moisture Count 3: 0.19 g/cc
Sum of Count or Density: 6.51 g/cc
Average of Count or Density: 2.17 g/cc
Sum of Moisture Count: 0.58 g/cc
Average of Moisture Count: 0.19 g/cc
Calculated Percent Relative Compaction: 96.9 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/13/2023 ✔