Summary for Test 2024-04-08-18-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994321 DEA: 040K1604 EFIS: 0416000044 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA,CC-80-R7.6/8.0,0.0/13.5 |
| Award Date | 02/08/2023 |
| Closeout Date | 09/14/2026 |
| Work Description | CONSTRUCT RHMA, LIGHTING SYSTEM, AND CONCRETE BARRIER. |
| Location Description | ALAMEDA AND CONTRA COSTA COUNTIES IN ALBANY AND CROCKETT FROM 0.4 MILE SOUTH OF ALAMEDA COUNTY LINE TO 0.2 MILE SOUTH OF POMONA STREET |
| QA Service Level | 1 (Verified on 10/14/2022) |
Sample Information
| Sample Taken Date | 04/08/2024 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/08/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Recycle Class 2 Aggregate Base | The quantity of what the sample constitutes | 19507 grams |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | IGNACIO |
| Last name of sampler or witnessed by | ARECHIGA | Title of sampler | TET |
| Telephone number of sampler | 5102077252 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Vallejo | |
| 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 | Class 2Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Job site | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-04-08-18
DIME Test ID: 2024-04-08-18-2
Testing Lab: CT D04 - Richmond 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: 2024-04-09
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: IGNACIO ARECHIGA
Date of test: 04/08/2024
Gage No.: 691
Test No.: Rich_24_021
Nuclear By: Jose Leon
Non-Bias Plan No.: 5
Depth: 8"
Material No.: Recycle Class 2 AB
Material Type: Base
Impact By: Ignacio Arechiga
Standard Count Density: 32258 g/cc
Count or Density 1: 27051 g/cc
Count or Density 2: 29776 g/cc
Count or Density 3: 25407 g/cc
Standard Count Moisture: 8627 g/cc
Moisture Count 1: 2668 g/cc
Moisture Count 2: 2515 g/cc
Moisture Count 3: 2648 g/cc
Sum of Count or Density: 82234 g/cc
Average of Count or Density: 27411 g/cc
Sum of Moisture Count: 7831 g/cc
Average of Moisture Count: 2610 g/cc
Count Ratio Density: 0.85
Count Ratio Moisture: 0.3
Calculated Percent Relative Compaction: 99.5 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2024 ✔