Summary for Test 2022-06-20-10-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 06/20/2022 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 06/20/2022 |
| Sample type | Department Acceptance | A brief description of the sample | aggregate base |
| The quantity of what the sample constitutes | 1178 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jacinto | Last name of sampler or witnessed by | Villanueva |
| Title of sampler | TEC | Telephone number of sampler | 8182096574 |
| Laboratory sample identification | 22-1493 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Flatiron | 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 | from various location at aggregate base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-06-20-10
DIME Test ID: 2022-06-20-10-2
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: 2022-06-21
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 06/20/2022
Gage No.: 31105
Test No.: 1
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 5
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: jacinto villanueva
Standard Count Density: 2227 g/cc
Count or Density 1: 2.07 g/cc
Count or Density 2: 1.98 g/cc
Count or Density 3: 2.09 g/cc
Count or Density 4: 2.08 g/cc
Count or Density 5: 2.07 g/cc
Standard Count Moisture: 595 g/cc
Moisture Count 1: 0.13 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.15 g/cc
Moisture Count 4: 0.14 g/cc
Moisture Count 5: 0.14 g/cc
Sum of Count or Density: 10.29 g/cc
Average of Count or Density: 2.06 g/cc
Sum of Moisture Count: 0.70 g/cc
Average of Moisture Count: 0.14 g/cc
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/21/2022 ✔