Summary for Test 2023-07-28-50-1
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 | 07/28/2023 | Sample Unique Key | 50 |
---|---|---|---|
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 | 07/28/2023 |
Sample type | Quality Assurance | A brief description of the sample | Class 3 Base |
The quantity of what the sample constitutes | 5460 sqft | From where was the sample collected | Source |
First name of sampler or witnessed by | Dominic | Last name of sampler or witnessed by | MONTEMAYOR |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-1171 | 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: 2023-07-28-50
DIME Test ID: 2023-07-28-50-1
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: 2023-08-10
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Dominic Montemayor
Date of test: 07/28/2023
Gage No.: 6682
Test No.: 2
Nuclear By: Dominic Montemayor
Non-Bias Plan No.: 8
Depth: 7
Material No.: Class 3 Base
Material Type: Class 3 Base
Impact By: Dominic Montemayor
Standard Count Density: 10968 g/cc
Count or Density 1: 8143 g/cc
Count or Density 2: 8127 g/cc
Count or Density 3: 9195 g/cc
Standard Count Moisture: 19760 g/cc
Moisture Count 1: 3605 g/cc
Moisture Count 2: 3673 g/cc
Moisture Count 3: 4041 g/cc
Sum of Count or Density: 25465 g/cc
Average of Count or Density: 8488 g/cc
Sum of Moisture Count: 11319 g/cc
Average of Moisture Count: 3773 g/cc
Count Ratio Density: 0.77
Count Ratio Moisture: 0.19
Calculated Percent Relative Compaction: 98.2 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/10/2023 ✔