Summary for Test 2026-07-06-17-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214697 DEA: 07307104 EFIS: 0714000213 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-32.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CONSTRUCT BRIDGE. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
| Sample Taken Date | 07/06/2026 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 07/06/2026 |
| Sample type | Acceptance | A brief description of the sample | Embankment |
| The quantity of what the sample constitutes | 12000 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 | Telephone number of sampler | 310-345-6204 | |
| Laboratory sample identification | 26-2256 | 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-07-06-17
DIME Test ID: 2026-07-06-17-1
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: 2026-07-06
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: 07/06/2026
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 9
Depth: 7
Material No.: no data
Material Type: Embankment
Impact By: Michelangelo Sese
Standard Count Density: 2174 g/cc
Count or Density 1: 1.88 g/cc
Count or Density 2: 1.8 g/cc
Count or Density 3: 1.9 g/cc
Count or Density 4: 1.88 g/cc
Count or Density 5: 1.82 g/cc
Standard Count Moisture: 635 g/cc
Moisture Count 1: 0.27 g/cc
Moisture Count 2: 0.24 g/cc
Moisture Count 3: 0.25 g/cc
Moisture Count 4: 0.22 g/cc
Moisture Count 5: 0.25 g/cc
Sum of Count or Density: 9.28 g/cc
Average of Count or Density: 1.86 g/cc
Sum of Moisture Count: 1.23 g/cc
Average of Moisture Count: 0.25 g/cc
Calculated Percent Relative Compaction: 90.5 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters): NB Rte. US-101 - Wildlife Crossing Project
Sta. 1743+00 to Sta. 1749+00
Elevation: 830 Ft
Test was verified on 7/6/2026 ✔