Summary for Test 2023-07-24-30-1
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 | Not set |
| Closeout Date | Not set |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 07/24/2023 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 07/24/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Class 3 Base |
| The quantity of what the sample constitutes | 13000 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Carranza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 23-1135 | 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 |
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
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DIME Sample ID: 2023-07-24-30
DIME Test ID: 2023-07-24-30-1
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: 2023-07-26
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Fernando Carranza
Date of test: 07/24/2023
Gage No.: 25577
Test No.: 1
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 3
Depth: 6
Material No.: Class 3 Base
Material Type: Class 3 Base
Impact By: Fernando Carranza
Standard Count Density: 1492 g/cc
Count or Density 1: 1078 g/cc
Count or Density 2: 1143 g/cc
Count or Density 3: 1070 g/cc
Count or Density 4: 1128 g/cc
Count or Density 5: 1097 g/cc
Standard Count Moisture: 636 g/cc
Moisture Count 1: 119 g/cc
Moisture Count 2: 96 g/cc
Moisture Count 3: 110 g/cc
Moisture Count 4: 99 g/cc
Moisture Count 5: 109 g/cc
Sum of Count or Density: 5516.00 g/cc
Average of Count or Density: 1103.00 g/cc
Sum of Moisture Count: 533.00 g/cc
Average of Moisture Count: 107.00 g/cc
Count Ratio Density: 0.74
Count Ratio Moisture: 0.17
Calculated Percent Relative Compaction: 96.5 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2023 ✔