Summary for Test 2023-09-23-22-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-37/40 |
| Award Date | 11/17/2020 |
| Closeout Date | 09/24/2024 |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 09/23/2023 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 09/23/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 14300 sq.ft. | From where was the sample collected | Source |
| First name of sampler or witnessed by | Manuel | Last name of sampler or witnessed by | Uy |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 23-1476 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | 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) | N/A |
|---|---|---|---|
| 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
DIME Sample ID: 2023-09-23-22
DIME Test ID: 2023-09-23-22-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2023-10-10
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: SoCal Reports
Date of test: 09/23/2023
Gage No.: no data
Test No.: no data
Nuclear By: no data
Non-Bias Plan No.: no data
Depth: no data
Material No.: no data
Material Type: no data
Impact By: no data
Standard Count Density: 3022 g/cc
Count or Density 1: 2445 g/cc
Count or Density 2: 2528 g/cc
Count or Density 3: 2554 g/cc
Count or Density 4: 2549 g/cc
Count or Density 5: 2650 g/cc
Standard Count Moisture: 1074 g/cc
Moisture Count 1: 311 g/cc
Moisture Count 2: 301 g/cc
Moisture Count 3: 260 g/cc
Moisture Count 4: 283 g/cc
Moisture Count 5: 294 g/cc
Sum of Count or Density: 12726 g/cc
Average of Count or Density: 2545 g/cc
Sum of Moisture Count: 1449 g/cc
Average of Moisture Count: 290 g/cc
Count Ratio Density: 0.84
Count Ratio Moisture: 0.27
Calculated Percent Relative Compaction: 95.4 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/10/2023 ✔
