Summary for Test 2024-01-19-11-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 993526 DEA: 07301704 EFIS: 0714000033 |
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DIST-CO-RTE-PM | 07-LA-210,605-R33.6/R36.5,25.7/26.0 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | SLOPE PAVING, PLANT ESTABLISHMENT AND MODIFYING IRRIGATION SYSTEM. |
Location Description | LOS ANGELES COUNTY IN MONROVIA, DUARTE AND IRWINDALE AT VARIOUS LOCATIONS ON ROUTE 210 FROM 0.1 MILE WEST OF SOUTH MAGNOLIA AVENUE UNDERCROSSING TO 0.1 MILE EAST OF ROUTE 210/605 SEPARATION AND ON ROUTE 605 FROM 0.1 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 2 |
QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
Sample Taken Date | 01/19/2024 | Sample Unique Key | 11 |
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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 | 01/19/2024 |
Sample type | Acceptance | A brief description of the sample | Aggregate Base |
The quantity of what the sample constitutes | 1224 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 | 24-0209 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Sun Valley | 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 | Aggregate Base |
---|---|---|---|
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: 2024-01-19-11
DIME Test ID: 2024-01-19-11-1
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: 2024-01-19
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: 01/19/2024
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 4
Depth: 3
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2289 g/cc
Count or Density 1: 1.75 g/cc
Count or Density 2: 1.83 g/cc
Count or Density 3: 1.78 g/cc
Standard Count Moisture: 645 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.18 g/cc
Moisture Count 3: 0.2 g/cc
Sum of Count or Density: 5.36 g/cc
Average of Count or Density: 1.79 g/cc
Sum of Moisture Count: 0.53 g/cc
Average of Moisture Count: 0.18 g/cc
Calculated Percent Relative Compaction: 84.7 %
Reported Percent Relative Compaction: 85 %
General comments (publicly viewable) (Max 1000 characters): EB Rte. 210
Right Side Gore of Mountain Ave Off-Ramp
Sta. 33+25 to Sta. 34+78
Test was verified on 1/19/2024 ✔