Summary for Test 2022-07-14-13-1
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 | Not set |
| Closeout Date | Not set |
| 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 | 07/14/2022 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 07/14/2022 |
| Sample type | Acceptance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 936 yd2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Rosauro | Last name of sampler or witnessed by | Nogoy |
| Title of sampler | TEC | Telephone number of sampler | 2137939321 |
| Laboratory sample identification | 22-1746 | 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Aggregate Base | A detailed description of where the material sample was collected | From various locations at Aggregate Base |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-07-14-13
DIME Test ID: 2022-07-14-13-1
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: 2022-07-15
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Rosauro Nogoy
Date of test: 07/14/2022
Gage No.: 31104
Test No.: 1
Nuclear By: Rosauro
Non-Bias Plan No.: 2
Depth: 6
Material No.: On site
Material Type: Aggregate Base
Impact By: Rosauro
Standard Count Density: 2100 g/cc
Count or Density 1: 2.21 g/cc
Count or Density 2: 2.1 g/cc
Count or Density 3: 2.18 g/cc
Standard Count Moisture: 665 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.12 g/cc
Moisture Count 3: 0.11 g/cc
Sum of Count or Density: 6.49 g/cc
Average of Count or Density: 2.16 g/cc
Sum of Moisture Count: 0.38 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 96.6 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/15/2022 ✔