Summary for Test 2023-05-18-9-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41-R27.4/R28.5 |
| Award Date | 11/08/2022 |
| Closeout Date | Not set |
| Work Description | REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL. |
| Location Description | FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 07/13/2022) |
Sample Information
| Sample Taken Date | 05/18/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 05/18/2023 |
| Sample type | Verification | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 1000 SQYD | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | allen | Last name of sampler or witnessed by | oliver |
| Title of sampler | Telephone number of sampler | 5594175341 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Austin Aggs | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Drainage system 5 A-B | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-20-0016 |
|---|---|---|---|
| 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 | Drainage system 5 Lt 13.81 | |
| 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: 2023-05-18-9
DIME Test ID: 2023-05-18-9-1
Testing Lab: CT D06 - Millbrook 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: 2023-05-18
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 05/18/2023
Gage No.: 30679
Test No.: 1
Nuclear By: Allen Oliver
Non-Bias Plan No.: 1 Even
Depth: 8
Material No.: no data
Material Type: Base Rock
Impact By: Allen Oliver
Standard Count Density: 1991 g/cc
Count or Density 1: 828 g/cc
Count or Density 2: 814 g/cc
Count or Density 3: 807 g/cc
Standard Count Moisture: 624 g/cc
Moisture Count 1: 123 g/cc
Moisture Count 2: 124 g/cc
Moisture Count 3: 122 g/cc
Sum of Count or Density: 2449 g/cc
Average of Count or Density: 816 g/cc
Sum of Moisture Count: 369 g/cc
Average of Moisture Count: 123 g/cc
Count Ratio Density: 0.41
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 98.3 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| IMG_0480 | JPG | 4441.43 KB | 05/18/2023 | 2023-05-18-9-1 | Info |
Test was verified on 5/18/2023 ✔