Summary for Test 2024-10-29-56-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 995085 DEA: 07322904 EFIS: 0716000059 |
---|---|
DIST-CO-RTE-PM | 07-LA-27-0.0/18.6 |
Award Date | 11/06/2023 |
Closeout Date | Not set |
Work Description | REMOVE EXISTING AC PAVEMENT & HMA OVERLAY. |
Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET |
QA Service Level | 1 (Verified on 09/11/2023) |
Sample Information
Sample Taken Date | 10/29/2024 | Sample Unique Key | 56 |
---|---|---|---|
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 | 10/29/2024 |
Sample type | Acceptance | A brief description of the sample | C-44, Lopez St. and CA-27 |
The quantity of what the sample constitutes | 25 sy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Caesar | Last name of sampler or witnessed by | Ramirez |
Title of sampler | Transportation Engineer Civil | Telephone number of sampler | (818) 974-8391 |
Laboratory sample identification | 24-3353 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CA Rasmussen Inc. | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | C-44, Lopez St and CA-27 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Job Site | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-10-29-56
DIME Test ID: 2024-10-29-56-1
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: 2024-11-13
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 10/29/2024
Gage No.: 31106
Test No.: 2
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: NA
Depth: 5"
Material No.: Native
Material Type: Subgrade
Impact By: Caesar Ramirez
Standard Count Density: 2160 g/cc
Count or Density 1: 1.91 g/cc
Count or Density 2: 1.83 g/cc
Count or Density 3: 1.88 g/cc
Standard Count Moisture: 617 g/cc
Moisture Count 1: 0.28 g/cc
Moisture Count 2: 0.25 g/cc
Moisture Count 3: 0.29 g/cc
Sum of Count or Density: 5.62 g/cc
Average of Count or Density: 1.87 g/cc
Sum of Moisture Count: 0.82 g/cc
Average of Moisture Count: 0.27 g/cc
Calculated Percent Relative Compaction: 90.8 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/13/2024 ✔