Summary for Test 2025-10-02-76-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-3.5/6.8 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC). |
| Location Description | TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 10/02/2025 | Sample Unique Key | 76 |
|---|---|---|---|
| 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 | 10/02/2025 |
| Sample type | Acceptance | A brief description of the sample | Structural Backfill Retest |
| The quantity of what the sample constitutes | 19.0 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 | 2025-10-01-109 | |
| 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 | I-15 SB RW 237L, 4' Below Grade, Sta 10+00 - 11+00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-02-76
DIME Test ID: 2025-10-02-76-1
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: 2026-03-18
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: 10/02/2025
Gage No.: 30691
Test No.: 1
Nuclear By: MaryAnna Landaverde
Non-Bias Plan No.: 1
Depth: 8"
Material No.: no data
Material Type: Structural Backfill
Impact By: MaryAnna Landaverde
Standard Count Density: 1611 g/cc
Count or Density 1: 790 g/cc
Count or Density 2: 812 g/cc
Count or Density 3: 933 g/cc
Standard Count Moisture: 650 g/cc
Moisture Count 1: 155 g/cc
Moisture Count 2: 168 g/cc
Moisture Count 3: 129 g/cc
Sum of Count or Density: 2535 g/cc
Average of Count or Density: 845 g/cc
Sum of Moisture Count: 452 g/cc
Average of Moisture Count: 151 g/cc
Count Ratio Density: 0.52
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 93.5 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/18/2026 ✔