Summary for Test 2022-10-07-53-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 10/07/2022 | Sample Unique Key | 53 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/07/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Class 3 Aggregate Base |
| The quantity of what the sample constitutes | 12,420 Square feet | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ian | Last name of sampler or witnessed by | Snyder |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 22-2682 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/a | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | n/a |
|---|---|---|---|
| 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 | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-10-07-53
DIME Test ID: 2022-10-07-53-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2022-10-27
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Ian Snyder
Date of test: 10/07/2022
Gage No.: 37847
Test No.: 1
Nuclear By: Ian Snyder
Non-Bias Plan No.: 2
Depth: 7
Material No.: Class 3 Aggregate Base
Material Type: Class 3 Aggregate Base
Impact By: Ian Snyder
Standard Count Density: 2112 g/cc
Count or Density 1: 1392 g/cc
Count or Density 2: 1420 g/cc
Count or Density 3: 1555 g/cc
Count or Density 4: 1367 g/cc
Count or Density 5: 1565 g/cc
Standard Count Moisture: 719 g/cc
Moisture Count 1: 169 g/cc
Moisture Count 2: 137 g/cc
Moisture Count 3: 124 g/cc
Moisture Count 4: 191 g/cc
Moisture Count 5: 140 g/cc
Sum of Count or Density: 7299 g/cc
Average of Count or Density: 1460 g/cc
Sum of Moisture Count: 761 g/cc
Average of Moisture Count: 152 g/cc
Count Ratio Density: 0.69
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 97.2 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2022 ✔