Summary for Test 2024-05-05-1-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 |
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DIST-CO-RTE-PM | 07-LA-91,605-R16.6/R16.8,R0.0/R10.4 |
Award Date | 06/20/2023 |
Closeout Date | Not set |
Work Description | PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT. |
Location Description | LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING |
QA Service Level | 1 (Verified on 07/12/2023) |
Sample Information
Sample Taken Date | 05/05/2024 | Sample Unique Key | 1 |
---|---|---|---|
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 | 05/05/2024 |
Sample type | Department Acceptance | A brief description of the sample | Structural Backfill |
The quantity of what the sample constitutes | 888 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 | 24-0885 | 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: 2024-05-05-1
DIME Test ID: 2024-05-05-1-1
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: 2024-05-06
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: 05/05/2024
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 8
Depth: 11
Material No.: no data
Material Type: Structural Backfill
Impact By: Michelangelo Sese
Standard Count Density: 2282 g/cc
Count or Density 1: 2.07 g/cc
Count or Density 2: 2.02 g/cc
Count or Density 3: 2.08 g/cc
Standard Count Moisture: 651 g/cc
Moisture Count 1: 0.24 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.25 g/cc
Sum of Count or Density: 6.17 g/cc
Average of Count or Density: 2.06 g/cc
Sum of Moisture Count: 0.71 g/cc
Average of Moisture Count: 0.24 g/cc
Calculated Percent Relative Compaction: 93.9 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): SB Rte.605 @ Fairton Lane
Lane 5 & 6 Departure Slab
Middle Lift
Test was verified on 5/6/2024 ✔