Summary for Test 2022-10-14-14-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993545 DEA: 07328504 EFIS: 0716000178 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R44.7/R52.1 |
| Award Date | 04/01/2022 |
| Closeout Date | 09/24/2024 |
| Work Description | INSTALL DPP INFILTRATION AREA & CONSTRUCT MAINTENANCE VEHICLE PULLOUT |
| Location Description | LOS ANGELES COUNTY FROM 0.4 MILE EAST OF SOUTH LONE HILL AVENUE UNDERCROSSING TO COUNTY LINE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 10/14/2022 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 10/14/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 18000 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 | 22-2751 | 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 | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Subgrade |
|---|---|---|---|
| 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
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DIME Sample ID: 2022-10-14-14
DIME Test ID: 2022-10-14-14-1
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: 2022-10-17
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 10/14/2022
Gage No.: 60203
Test No.: RE-TEST
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 7
Depth: 5
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 2337 g/cc
Count or Density 1: 2 g/cc
Count or Density 2: 2.01 g/cc
Count or Density 3: 1.99 g/cc
Count or Density 4: 2.02 g/cc
Count or Density 5: 2.03 g/cc
Standard Count Moisture: 648 g/cc
Moisture Count 1: 0.06 g/cc
Moisture Count 2: 0.05 g/cc
Moisture Count 3: 0.05 g/cc
Moisture Count 4: 0.11 g/cc
Moisture Count 5: 0.08 g/cc
Sum of Count or Density: 10.05 g/cc
Average of Count or Density: 2.01 g/cc
Sum of Moisture Count: 0.35 g/cc
Average of Moisture Count: 0.07 g/cc
Calculated Percent Relative Compaction: 92.6 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): Access Road south of Rte. 210
Location # 7, 8, 9
Sta. 2430+50 to Sta. 2450+50
RE-TEST
Test was verified on 10/17/2022 ✔