Summary for Test 2024-07-16-21-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
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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 | 07/16/2024 | Sample Unique Key | 21 |
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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 | 07/16/2024 |
Sample type | Acceptance | A brief description of the sample | Aggregate Base |
The quantity of what the sample constitutes | 18000 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 | 24-1994 | 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 |
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
DIME Sample ID: 2024-07-16-21
DIME Test ID: 2024-07-16-21-1
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: 2024-07-16
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 07/16/2024
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 1
Depth: 11
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2273 g/cc
Count or Density 1: 2.08 g/cc
Count or Density 2: 2.04 g/cc
Count or Density 3: 2.13 g/cc
Count or Density 4: 2.12 g/cc
Count or Density 5: 2.14 g/cc
Standard Count Moisture: 645 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.14 g/cc
Moisture Count 4: 0.15 g/cc
Moisture Count 5: 0.13 g/cc
Sum of Count or Density: 10.51 g/cc
Average of Count or Density: 2.10 g/cc
Sum of Moisture Count: 0.71 g/cc
Average of Moisture Count: 0.14 g/cc
Calculated Percent Relative Compaction: 96.9 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): NB Rte. 71 R4 Line
Rio Rancho Rd On-Ramp
Test was verified on 7/16/2024 ✔