Summary for Test 2026-09-28-3-2
Test performed: CTM 231-June 2026Project Information
| Project Identifiers | Project ID: 1001645 DEA: 051R1004 EFIS: 0523000125 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO, -1-32.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | BRIDGE REPLACEMENT, HMA, AND RSP PROTECTION. |
| Location Description | SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT TORO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/03/2025) |
Sample Information
| Sample Taken Date | 09/28/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/28/2026 | Sample type | Acceptance |
| A brief description of the sample | SBF- Crye Cambria Class 3 | The quantity of what the sample constitutes | SBF- Abut 4 Inside Lift 2 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kyle |
| Last name of sampler or witnessed by | Engen | Title of sampler | CT Tester |
| Telephone number of sampler | Laboratory sample identification | 260928-1 SBF- Crye Cambria Class 3 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | David Crye - Cambria Quarry | |
| 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-40-0009 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-09-28-3
DIME Test ID: 2026-09-28-3-2
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 231-June 2026: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Standard Nuclear Density Gauges or Low-Activity Nuclear Density Gauges (Standard Nuclear Density Gauge)
Test Release Date: 2026-09-28
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 09/28/2026
Gage No.: 30700
Test No.: 260928.1
Nuclear By: C. Palmer
Non-Bias Plan No.: 4
Depth: 8"
Material No.: SBF - Crye Cambria Cl3
Material Type: SBF
Impact By: K. Engen
Standard Count Density: 1700 g/cc
Count or Density 1: 749 g/cc
Count or Density 2: 749 g/cc
Count or Density 3: 697 g/cc
Standard Count Moisture: 642 g/cc
Moisture Count 1: 127 g/cc
Moisture Count 2: 142 g/cc
Moisture Count 3: 118 g/cc
Sum of Count or Density: 2195 g/cc
Average of Count or Density: 732 g/cc
Sum of Moisture Count: 387 g/cc
Average of Moisture Count: 129 g/cc
Count Ratio Density: 0.43
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 97.4 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/28/2026 ✔