Summary for Test 2023-10-06-94-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214697 DEA: 07307104 EFIS: 0714000213 |
---|---|
DIST-CO-RTE-PM | 07-LA-101-32.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | CONSTRUCT BRIDGE. |
Location Description | LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING |
QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
Sample Taken Date | 10/06/2023 | Sample Unique Key | 94 |
---|---|---|---|
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 | 10/06/2023 |
Sample type | Quality Assurance | A brief description of the sample | Structural Backfill |
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 | 23-1606 | 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: 2023-10-06-94
DIME Test ID: 2023-10-06-94-2
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:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 10/06/2023
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: 8800 g/cc
Count or Density 1: 2792 g/cc
Count or Density 2: 2860 g/cc
Count or Density 3: 2872 g/cc
Standard Count Moisture: 19230 g/cc
Moisture Count 1: 4872 g/cc
Moisture Count 2: 4834 g/cc
Moisture Count 3: 5598 g/cc
Sum of Count or Density: 8524 g/cc
Average of Count or Density: 2841.33 g/cc
Sum of Moisture Count: 15304 g/cc
Average of Moisture Count: 5101.33 g/cc
Calculated Percent Relative Compaction: 96.2 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/1/2024 ✔