Summary for Test 2025-06-06-11-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84,680-17.9/21 |
| Award Date | 02/19/2021 |
| Closeout Date | Not set |
| Work Description | ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION. |
| Location Description | ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84 |
| QA Service Level | 1 (Verified on 11/04/2019) |
Sample Information
| Sample Taken Date | 06/06/2025 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/06/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Structure Backfill | The quantity of what the sample constitutes | 2600g |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jacob |
| Last name of sampler or witnessed by | Vega | Title of sampler | Mozamo Consultant QA |
| Telephone number of sampler | Laboratory sample identification | SJ-060625-SBF1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Hwy 84 NB R2 Line - 680 NB / 84 Connector Separation Abutment No. 3 Bridge | |
| 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 | Jobsite - Compacted Structure Backfill | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-06-06-11
DIME Test ID: 2025-06-06-11-1
Testing Lab: CT D04 - San Jose Construction Field 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: 2025-06-06
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Jacob Vega
Date of test: 06/06/2025
Sum of Count or Density: 61028 g/cc
Average of Count or Density: 20343 g/cc
Sum of Moisture Count: 7119 g/cc
Average of Moisture Count: 2373 g/cc
Calculated Percent Relative Compaction: no data
Reported Percent Relative Compaction: 95.3 %
General comments (publicly viewable) (Max 1000 characters): Hwy 84 NB R2 Line - 680 NB / 84 Connector Separation Abutment No. 3 Bridge
Test was verified on 6/8/2025 ✔