Summary for Test 2026-09-10-5-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1002508 DEA: 081R4004 EFIS: 0825000058 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-210-R32.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RTE 210 LUGONIA AVE UNDERCROSSING - SIDEWALK / ADA CURB RAMP / CROSSWALK, REDLANDS, SAN BERNARDINO. CONTRACT 08-1R4004, RE ALAM. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/01/2026) |
Sample Information
| Sample Taken Date | 09/10/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/10/2026 | Sample type | Acceptance |
| A brief description of the sample | Native Subgrade | The quantity of what the sample constitutes | 25.9 kg |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | MaryAnna |
| Last name of sampler or witnessed by | Landaverde | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | |
| 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 | Sidewalk for Lugonia Ave's Undercrossing of SR-210, Sta "A" 112+16 - 117+65 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-09-10-5
DIME Test ID: 2026-09-10-5-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
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: 2026-09-10
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: MaryAnna Landaverde
Date of test: 09/10/2026
Gage No.: 36636
Test No.: 1
Nuclear By: MaryAnna Landaverde
Non-Bias Plan No.: 10
Depth: 3"
Material No.: no data
Material Type: Native Subgrade
Impact By: Gabriel Ramirez
Standard Count Density: 1678 g/cc
Count or Density 1: 2400 g/cc
Count or Density 2: 2106 g/cc
Count or Density 3: 2557 g/cc
Standard Count Moisture: 650 g/cc
Moisture Count 1: 79 g/cc
Moisture Count 2: 98 g/cc
Moisture Count 3: 62 g/cc
Sum of Count or Density: 7063 g/cc
Average of Count or Density: 2354 g/cc
Sum of Moisture Count: 239 g/cc
Average of Moisture Count: 80 g/cc
Count Ratio Density: 1.4
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 92.2 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/10/2026 ✔