Summary for Test 2023-06-13-24-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 06/13/2023 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 06/13/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Embankment |
| The quantity of what the sample constitutes | 1268 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 | 23-0835 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | OHLA | 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 | Embankment |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various location at embankment | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-06-13-24
DIME Test ID: 2023-06-13-24-2
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: 2023-06-13
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: 06/13/2023
Gage No.: 60247
Test No.: 1
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 5
Depth: 12 Inches
Material No.: on site
Material Type: embankment
Impact By: jacinto villanueva
Standard Count Density: 2128 g/cc
Count or Density 1: 1.85 g/cc
Count or Density 2: 1.78 g/cc
Count or Density 3: 1.73 g/cc
Count or Density 4: 1.91 g/cc
Count or Density 5: 1.75 g/cc
Standard Count Moisture: 634 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.19 g/cc
Moisture Count 3: 0.2 g/cc
Moisture Count 4: 0.19 g/cc
Moisture Count 5: 0.24 g/cc
Sum of Count or Density: 9.02 g/cc
Average of Count or Density: 1.8 g/cc
Sum of Moisture Count: 1.01 g/cc
Average of Moisture Count: 0.2 g/cc
Calculated Percent Relative Compaction: 87.6 %
Reported Percent Relative Compaction: 88 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/13/2023 ✔