Summary for Test 2025-04-04-26-3
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 | 04/04/2025 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 04/04/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 161 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dominic | Last name of sampler or witnessed by | Montemayor |
| Title of sampler | Materials Tester | Telephone number of sampler | 9495016042 |
| Laboratory sample identification | 25-1084 | 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 | Aggregate base compaction 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 | Aggregate Base | The fabricator/manufacturer designation for the sample | Compactions 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: 2025-04-04-26
DIME Test ID: 2025-04-04-26-3
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: 2025-04-17
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Dominic Montemayor
Date of test: 04/04/2025
Gage No.: 6682
Test No.: 1
Nuclear By: Dominic Montemayor
Non-Bias Plan No.: 8
Depth: 7"
Material No.: Aggregate Base
Material Type: Aggregate Base
Impact By: Dominic Montemayor
Standard Count Density: 10720 g/cc
Count or Density 1: 9484 g/cc
Count or Density 2: 9356 g/cc
Count or Density 3: 9645 g/cc
Standard Count Moisture: 19464 g/cc
Moisture Count 1: 4267 g/cc
Moisture Count 2: 4373 g/cc
Moisture Count 3: 4470 g/cc
Sum of Count or Density: 28485 g/cc
Average of Count or Density: 9495 g/cc
Sum of Moisture Count: 13110 g/cc
Average of Moisture Count: 4370 g/cc
Calculated Percent Relative Compaction: 97.7 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/17/2025 ✔