Summary for Test 2025-06-07-1-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
| Sample Taken Date | 06/07/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/07/2025 |
| Sample type | Acceptance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 1000 SF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
| Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-06-07-1
DIME Test ID: 2025-06-07-1-1
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: 2025-06-07
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 06/07/2025
Gage No.: 31106
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 2
Depth: 9
Material No.: no data
Material Type: Aggreagte Base
Impact By: Michelangelo Sese
Standard Count Density: 2151 g/cc
Count or Density 1: 2.11 g/cc
Count or Density 2: 2.06 g/cc
Count or Density 3: 2.11 g/cc
Standard Count Moisture: 618 g/cc
Moisture Count 1: 0.25 g/cc
Moisture Count 2: 0.23 g/cc
Moisture Count 3: 0.25 g/cc
Sum of Count or Density: 6.28 g/cc
Average of Count or Density: 2.09 g/cc
Sum of Moisture Count: 0.73 g/cc
Average of Moisture Count: 0.24 g/cc
Calculated Percent Relative Compaction: 94.7 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): NB Rte. 5 North of Templin Hwy @ PM 67.50
Inside (Right) Shoulder
Test was verified on 6/7/2025 ✔