Summary for Test 2026-06-10-89-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215479 DEA: 080R4204 EFIS: 0812000076 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-SR 210 AND I-15 IC-Null |
| Award Date | 04/02/2021 |
| Closeout Date | 12/10/2024 |
| Work Description | FONTANA MAINTENANCE STATION |
| Location Description | 14032 Victoria Street, Fontana, CA 92336 |
| QA Service Level | 1 (Verified on 02/11/2021) |
Sample Information
| Sample Taken Date | 06/10/2026 | Sample Unique Key | 89 |
|---|---|---|---|
| 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 | 06/10/2026 |
| Sample type | Acceptance | A brief description of the sample | Aggregate base |
| The quantity of what the sample constitutes | 20.3 kg | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | Jarquin |
| 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 | Victoria St SRL & New Fontana CT Maintenance Station, New Sewage Line, 0' to 145', 7" BFG | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-06-10-89
DIME Test ID: 2026-06-10-89-1
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: 2026-07-13
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Robert Jarquin
Date of test: 06/10/2026
Gage No.: 36647
Test No.: 1
Nuclear By: Robert Jarquin
Non-Bias Plan No.: 9
Depth: 6"
Material No.: no data
Material Type: Aggregate Base
Impact By: Robert Jarquin
Standard Count Density: 1783 g/cc
Count or Density 1: 1607 g/cc
Count or Density 2: 1610 g/cc
Count or Density 3: 1655 g/cc
Standard Count Moisture: 659 g/cc
Moisture Count 1: 47 g/cc
Moisture Count 2: 57 g/cc
Moisture Count 3: 50 g/cc
Sum of Count or Density: 4872 g/cc
Average of Count or Density: 1624 g/cc
Sum of Moisture Count: 154 g/cc
Average of Moisture Count: 51 g/cc
Count Ratio Density: 0.91
Count Ratio Moisture: 0.08
Calculated Percent Relative Compaction: 94.6 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/13/2026 ✔