Summary for Test 2024-04-03-38-2
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 | Not set |
| 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 | 04/03/2024 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 04/03/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 18427 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 |
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: 2024-04-03-38
DIME Test ID: 2024-04-03-38-2
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: 2024-04-08
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: 04/03/2024
Gage No.: 691
Test No.: Rich_24_019
Nuclear By: Ignacio Arechiga
Non-Bias Plan No.: 10
Depth: 8"
Material No.: Class 2 AB
Material Type: Base
Impact By: Jose Leon
Standard Count Density: 32250 g/cc
Count or Density 1: 24814 g/cc
Count or Density 2: 25417 g/cc
Count or Density 3: 26475 g/cc
Standard Count Moisture: 8762 g/cc
Moisture Count 1: 1590 g/cc
Moisture Count 2: 1545 g/cc
Moisture Count 3: 1700 g/cc
Sum of Count or Density: 76706.00 g/cc
Average of Count or Density: 25569.00 g/cc
Sum of Moisture Count: 4835.00 g/cc
Average of Moisture Count: 1612.00 g/cc
Count Ratio Density: 0.79
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/8/2024 ✔