Summary for Test 2024-04-09-46-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
---|---|
DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
Sample Taken Date | 04/09/2024 | Sample Unique Key | 46 |
---|---|---|---|
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 | 04/09/2024 |
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 | Kristopher | Last name of sampler or witnessed by | Martinez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 24-0615 | 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: 2024-04-09-46
DIME Test ID: 2024-04-09-46-1
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: 2024-04-10
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kristopher Martinez
Date of test: 04/09/2024
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: 2483 g/cc
Count or Density 1: 1786 g/cc
Count or Density 2: 1698 g/cc
Count or Density 3: 1791 g/cc
Count or Density 4: 2255 g/cc
Count or Density 5: 1852 g/cc
Standard Count Moisture: 783 g/cc
Moisture Count 1: 159 g/cc
Moisture Count 2: 168 g/cc
Moisture Count 3: 149 g/cc
Moisture Count 4: 141 g/cc
Moisture Count 5: 153 g/cc
Sum of Count or Density: 9382.00 g/cc
Average of Count or Density: 1876.40 g/cc
Sum of Moisture Count: 770.00 g/cc
Average of Moisture Count: 154.00 g/cc
Calculated Percent Relative Compaction: 96.2 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/10/2024 ✔