Summary for Test 2023-10-14-35-1
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 | 10/14/2023 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 10/14/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Native Material |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Edmond | Last name of sampler or witnessed by | Jabbour |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 23-1675 | 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: 2023-10-14-35
DIME Test ID: 2023-10-14-35-1
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: 2024-02-01
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 10/14/2023
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: 9942 g/cc
Count or Density 1: 16132 g/cc
Count or Density 2: 16716 g/cc
Count or Density 3: 15980 g/cc
Count or Density 4: 16428 g/cc
Count or Density 5: 16034 g/cc
Standard Count Moisture: 15740 g/cc
Moisture Count 1: 2880 g/cc
Moisture Count 2: 3900 g/cc
Moisture Count 3: 3018 g/cc
Moisture Count 4: 3292 g/cc
Moisture Count 5: 3476 g/cc
Sum of Count or Density: 81290.00 g/cc
Average of Count or Density: 16258.00 g/cc
Sum of Moisture Count: 16566.00 g/cc
Average of Moisture Count: 3313.20 g/cc
Calculated Percent Relative Compaction: 95.9 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/1/2024 ✔