Summary for Test 2022-10-08-13-1
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 | 10/08/2022 | Sample Unique Key | 13 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/08/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Class 3 Aggregate Base |
| The quantity of what the sample constitutes | 9,450 Square Feet | 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 | Telephone number of sampler | ||
| Laboratory sample identification | 22-2690 | 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 |
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 | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-10-08-13
DIME Test ID: 2022-10-08-13-1
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: 2022-10-27
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Nathan Ogbasellasie
Date of test: 10/08/2022
Gage No.: 6682
Test No.: 1
Nuclear By: Dominic Montemayor
Non-Bias Plan No.: 3
Depth: 4
Material No.: Class 3 Base
Material Type: Class 3 Base
Impact By: Dominic Montemayor
Standard Count Density: 11192 g/cc
Count or Density 1: 19597 g/cc
Count or Density 2: 17437 g/cc
Count or Density 3: 19212 g/cc
Count or Density 4: 18350 g/cc
Count or Density 5: 18465 g/cc
Standard Count Moisture: 19536 g/cc
Moisture Count 1: 3897 g/cc
Moisture Count 2: 4588 g/cc
Moisture Count 3: 4329 g/cc
Moisture Count 4: 4588 g/cc
Moisture Count 5: 4211 g/cc
Sum of Count or Density: 93061 g/cc
Average of Count or Density: 18612 g/cc
Sum of Moisture Count: 21613 g/cc
Average of Moisture Count: 4323 g/cc
Count Ratio Density: 1.66
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 96.4 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/27/2022 ✔