Summary for Test 2022-04-11-5-2
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 | 04/11/2022 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/11/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Aggregate Base | The quantity of what the sample constitutes | 17225 |
| 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 | 22-0754 |
| 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 | Not set |
Test Details
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DIME Sample ID: 2022-04-11-5
DIME Test ID: 2022-04-11-5-2
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: 2022-04-11
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 04/11/2022
Gage No.: 60293
Test No.: 1
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 10
Depth: 5
Material No.: On-site
Material Type: Aggregate Base
Impact By: Chad Chotibhongs
Standard Count Density: 2170 g/cc
Count or Density 1: 2.07 g/cc
Count or Density 2: 2.08 g/cc
Count or Density 3: 2.06 g/cc
Count or Density 4: 2.04 g/cc
Count or Density 5: 2.01 g/cc
Standard Count Moisture: 639 g/cc
Moisture Count 1: 0.13 g/cc
Moisture Count 2: 12 g/cc
Moisture Count 3: 0.12 g/cc
Moisture Count 4: 0.11 g/cc
Moisture Count 5: 0.11 g/cc
Sum of Count or Density: 10.26 g/cc
Average of Count or Density: 2.05 g/cc
Sum of Moisture Count: 12.47 g/cc
Average of Moisture Count: 2.49 g/cc
Calculated Percent Relative Compaction: 96.8 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/11/2022 ✔