Summary for Test 2023-03-28-18-1
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 | 03/28/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 03/28/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 14896 sqft | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Harrison | Last name of sampler or witnessed by | Kain |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 23-0324 | 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
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DIME Sample ID: 2023-03-28-18
DIME Test ID: 2023-03-28-18-1
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: 2023-03-31
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Harrison Kain
Date of test: 03/28/2023
Gage No.: 34188
Test No.: 1
Nuclear By: Harrison Kain
Non-Bias Plan No.: 2
Depth: 8
Material No.: Aggregate Base
Material Type: Class 2 Aggregate Base
Impact By: Harrison Kain
Standard Count Density: 1703 g/cc
Count or Density 1: 950 g/cc
Count or Density 2: 940 g/cc
Count or Density 3: 1018 g/cc
Count or Density 4: 1084 g/cc
Count or Density 5: 947 g/cc
Standard Count Moisture: 672 g/cc
Moisture Count 1: 146 g/cc
Moisture Count 2: 143 g/cc
Moisture Count 3: 149 g/cc
Moisture Count 4: 136 g/cc
Moisture Count 5: 151 g/cc
Sum of Count or Density: 4939 g/cc
Average of Count or Density: 988 g/cc
Sum of Moisture Count: 725 g/cc
Average of Moisture Count: 145 g/cc
Count Ratio Density: 0.58
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/31/2023 ✔