Summary for Test 2023-04-27-21-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
| Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 04/27/2023 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 04/27/2023 |
| Sample type | Verification | A brief description of the sample | AC grindings |
| The quantity of what the sample constitutes | 2000 yd2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | noah | Last name of sampler or witnessed by | Hunt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Travel way South of bridge |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Jobsite |
|---|---|---|---|
| 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 | Travel way south of bridge | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-27-21
DIME Test ID: 2023-04-27-21-1
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: 2023-04-28
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: 04/27/2023
Gage No.: 30682
Test No.: 1
Nuclear By: Noah Hunt
Non-Bias Plan No.: 4 Even
Depth: 8
Material No.: no data
Material Type: AC Grindings
Impact By: Noah Hunt
Standard Count Density: 1832 g/cc
Count or Density 1: 987 g/cc
Count or Density 2: 986 g/cc
Count or Density 3: 1141 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 172 g/cc
Moisture Count 2: 164 g/cc
Moisture Count 3: 135 g/cc
Sum of Count or Density: 3114.00 g/cc
Average of Count or Density: 1038.00 g/cc
Sum of Moisture Count: 471.00 g/cc
Average of Moisture Count: 157.00 g/cc
Count Ratio Density: 0.57
Count Ratio Moisture: 0.26
Calculated Percent Relative Compaction: 97.7 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/28/2023 ✔