Summary for Test 2024-08-02-92-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116,121-46.0/46.7,5.8/R7.4 |
| Award Date | 07/31/2023 |
| Closeout Date | Not set |
| Work Description | MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION. |
| Location Description | SONOMA COUNTY |
| QA Service Level | 1 (Verified on 08/15/2022) |
Sample Information
| Sample Taken Date | 08/02/2024 | Sample Unique Key | 92 |
|---|---|---|---|
| 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 | 08/02/2024 |
| Sample type | Acceptance | A brief description of the sample | AB2 |
| The quantity of what the sample constitutes | Approx 2000 CY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Valdez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SOILS PLUS | 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 | STA 623+00 - 634+23 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-08-02-92
DIME Test ID: 2024-08-02-92-2
Testing Lab: CT D04 - Petaluma 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: 2024-09-20
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 08/02/2024
Gage No.: 688
Test No.: PET-24-379
Nuclear By: AV
Non-Bias Plan No.: 3
Depth: 8"
Material No.: no data
Material Type: AB2
Impact By: AV
Standard Count Density: 32698 g/cc
Count or Density 1: 30492 g/cc
Count or Density 2: 27390 g/cc
Count or Density 3: 29431 g/cc
Count or Density 4: 28808 g/cc
Count or Density 5: 29327 g/cc
Standard Count Moisture: 9585 g/cc
Moisture Count 1: 2946 g/cc
Moisture Count 2: 2788 g/cc
Moisture Count 3: 2467 g/cc
Moisture Count 4: 2923 g/cc
Moisture Count 5: 2868 g/cc
Sum of Count or Density: 145448 g/cc
Average of Count or Density: 29090 g/cc
Sum of Moisture Count: 13992 g/cc
Average of Moisture Count: 2798 g/cc
Count Ratio Density: 0.89
Count Ratio Moisture: 0.29
Calculated Percent Relative Compaction: 95 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2024 ✔