Summary for Test 2025-02-01-8-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91,605-R16.6/R16.8,R0.0/R10.4 |
| Award Date | 06/20/2023 |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT. |
| Location Description | LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2023) |
Sample Information
| Sample Taken Date | 02/01/2025 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 02/01/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 466 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 | 25-0421 | 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 | SB 605 Segment #4A | 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 | Subgrade | 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: 2025-02-01-8
DIME Test ID: 2025-02-01-8-1
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: 2025-02-05
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Fernando Carranza
Date of test: 02/01/2025
Gage No.: 86217
Test No.: 1
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 3
Depth: 6"
Material No.: Native
Material Type: Subgrade
Impact By: Fernando Carranza
Standard Count Density: 2426 g/cc
Count or Density 1: 2212 g/cc
Count or Density 2: 2203 g/cc
Count or Density 3: 2149 g/cc
Standard Count Moisture: 710 g/cc
Moisture Count 1: 217 g/cc
Moisture Count 2: 222 g/cc
Moisture Count 3: 212 g/cc
Sum of Count or Density: 6564 g/cc
Average of Count or Density: 2188 g/cc
Sum of Moisture Count: 651 g/cc
Average of Moisture Count: 217 g/cc
Calculated Percent Relative Compaction: 96.4 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/5/2025 ✔