Summary for Test 2024-03-11-5-1
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 | 03/11/2024 | Sample Unique Key | 5 |
---|---|---|---|
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 | 03/11/2024 |
Sample type | Department Acceptance | A brief description of the sample | Structural Backfill |
The quantity of what the sample constitutes | 2070 SF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
Laboratory sample identification | 24-0432 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Structural Backfill |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-03-11-5
DIME Test ID: 2024-03-11-5-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2024-03-12
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 03/11/2024
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: Random
Depth: 12
Material No.: no data
Material Type: Structural Backfill
Impact By: Michelangelo Sese
Standard Count Density: 2283 g/cc
Count or Density 1: 2.04 g/cc
Count or Density 2: 2.08 g/cc
Count or Density 3: 2.05 g/cc
Standard Count Moisture: 646 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.14 g/cc
Sum of Count or Density: 6.17 g/cc
Average of Count or Density: 2.06 g/cc
Sum of Moisture Count: 0.52 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): SB Rte. 101 @ Abutment 1
Wildlife Crossing - South & West Side
Sta. 1742+00 to Sta. 1743+80
Test was verified on 3/12/2024 ✔