Summary for Test 2023-10-14-38-1
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 | 10/14/2023 | Sample Unique Key | 38 |
---|---|---|---|
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 | Aggregate Base |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
First name of sampler or witnessed by | Rigoberto | Last name of sampler or witnessed by | Arroyo |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-1677 | 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
DIME Sample ID: 2023-10-14-38
DIME Test ID: 2023-10-14-38-1
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: Rigoberto Arroyo
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: 2303 g/cc
Count or Density 1: 1533 g/cc
Count or Density 2: 1447 g/cc
Count or Density 3: 1469 g/cc
Count or Density 4: 1528 g/cc
Count or Density 5: 1484 g/cc
Standard Count Moisture: 807 g/cc
Moisture Count 1: 230 g/cc
Moisture Count 2: 212 g/cc
Moisture Count 3: 244 g/cc
Moisture Count 4: 219 g/cc
Moisture Count 5: 204 g/cc
Sum of Count or Density: 7461 g/cc
Average of Count or Density: 1492.2 g/cc
Sum of Moisture Count: 1109 g/cc
Average of Moisture Count: 221.8 g/cc
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/1/2024 ✔