Summary for Test 2026-07-28-88-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1001622 DEA: 081M5604 EFIS: 0821000140 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-210-R24.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | STR CONC RW, STR EXC (RW), RDWY EXC, JPCP (RSC) AND STR BKF (RW). |
| Location Description | SAN BERNARDINO COUNTY IN SAN BERNARDINO AT WATERMAN AVENUE EASTBOUND EXIT RAMP |
| QA Service Level | 1 (Verified on 09/22/2025) |
Sample Information
| Sample Taken Date | 07/28/2026 | Sample Unique Key | 88 |
|---|---|---|---|
| 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 | 07/28/2026 |
| Sample type | Acceptance | A brief description of the sample | Native Subgrade |
| The quantity of what the sample constitutes | 23.1 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Maqsud | Last name of sampler or witnessed by | Ahmed |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CTM 231 Test Locations | 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 | SR-210 EB to Waterman Ave Off-Ramp Retaining Wall Face of Footing, Sta 15+00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-07-28-88
DIME Test ID: 2026-07-28-88-1
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: 2026-08-18
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Maqsud Ahmed
Date of test: 07/28/2026
Gage No.: 30692
Test No.: 1
Nuclear By: Maqsud Ahmed
Non-Bias Plan No.: 9
Depth: 8"
Material No.: no data
Material Type: Native Subgrade
Impact By: Maqsud Ahmed
Standard Count Density: 1609 g/cc
Count or Density 1: 1350 g/cc
Count or Density 2: 1392 g/cc
Count or Density 3: 1127 g/cc
Standard Count Moisture: 620 g/cc
Moisture Count 1: 61 g/cc
Moisture Count 2: 72 g/cc
Moisture Count 3: 51 g/cc
Sum of Count or Density: 3869 g/cc
Average of Count or Density: 1290 g/cc
Sum of Moisture Count: 184 g/cc
Average of Moisture Count: 61 g/cc
Count Ratio Density: 0.8
Count Ratio Moisture: 0.1
Calculated Percent Relative Compaction: 84.9 %
Reported Percent Relative Compaction: 85 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2026 ✔