Summary for Test 2022-10-21-4-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 993162 DEA: 07319104 EFIS: 0716000017 |
---|---|
DIST-CO-RTE-PM | 07-LA-91-R11.8 |
Award Date | 02/10/2022 |
Closeout Date | 01/11/2024 |
Work Description | ADJUST VERTICAL CLEARANCE WITH ROADWAY EXCAVATION AND PLACE JPCP. |
Location Description | LOS ANGELES COUNTY IN LONG BEACH AT NORTHBOUND ROUTE 710 TO EASTBOUND ROUTE 91 CONNECTOR |
QA Service Level | 1 (Verified on 11/30/2021) |
Sample Information
Sample Taken Date | 10/21/2022 | Sample Unique Key | 4 |
---|---|---|---|
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 | 10/21/2022 |
Sample type | Department Acceptance | A brief description of the sample | Subgrade |
The quantity of what the sample constitutes | 13440 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 | 22-2829 | 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 | 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
DIME Sample ID: 2022-10-21-4
DIME Test ID: 2022-10-21-4-1
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: 2022-10-21
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: 10/21/2022
Gage No.: 60203
Test No.: RE-TEST
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 2
Depth: 6
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 2337 g/cc
Count or Density 1: 1.9 g/cc
Count or Density 2: 1.81 g/cc
Count or Density 3: 2.05 g/cc
Count or Density 4: 2.04 g/cc
Count or Density 5: 2.01 g/cc
Standard Count Moisture: 648 g/cc
Moisture Count 1: 0.1 g/cc
Moisture Count 2: 0.07 g/cc
Moisture Count 3: 0.24 g/cc
Moisture Count 4: 0.23 g/cc
Moisture Count 5: 0.24 g/cc
Sum of Count or Density: 9.81 g/cc
Average of Count or Density: 1.96 g/cc
Sum of Moisture Count: 0.88 g/cc
Average of Moisture Count: 0.18 g/cc
Calculated Percent Relative Compaction: 91.3 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters): NB 710 to EB 91 Connector
Lane #1 & Shoulder
Sta. 83+00 to Sta. 88+60
Test was verified on 10/21/2022 ✔