Summary for Test 2025-01-20-9-1
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 | 01/20/2025 | 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 | 01/20/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Structural Backfill |
| The quantity of what the sample constitutes | 1200 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Carranza |
| Title of sampler | Materials Tester | Telephone number of sampler | 2132384209 |
| Laboratory sample identification | 25-0249 | 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 | Route 71 Center Median Stage 2 | Bid Item | Not set |
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 | Structural backfill | The fabricator/manufacturer designation for the sample | Compaction Testing |
| The plant number | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled | Jobsite | 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: 2025-01-20-9
DIME Test ID: 2025-01-20-9-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2025-01-23
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Fernando Carranza
Date of test: 01/20/2025
Gage No.: 67422
Test No.: 2
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 3
Depth: 7"
Material No.: Subgrade
Material Type: Structural Backfill
Impact By: Fernando Carranza
Standard Count Density: 1885 g/cc
Count or Density 1: 1493 g/cc
Count or Density 2: 1403 g/cc
Count or Density 3: 1587 g/cc
Count or Density 4: 1574 g/cc
Count or Density 5: 1502 g/cc
Standard Count Moisture: 610 g/cc
Moisture Count 1: 100 g/cc
Moisture Count 2: 110 g/cc
Moisture Count 3: 133 g/cc
Moisture Count 4: 102 g/cc
Moisture Count 5: 118 g/cc
Sum of Count or Density: 7559 g/cc
Average of Count or Density: 1511.8 g/cc
Sum of Moisture Count: 563 g/cc
Average of Moisture Count: 112.6 g/cc
Calculated Percent Relative Compaction: 97.6 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/23/2025 ✔