Summary for Test 2022-05-23-2-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993771 DEA: 07325204 EFIS: 0716000082 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R36.7/R37.1 |
| Award Date | 02/15/2022 |
| Closeout Date | 01/29/2024 |
| Work Description | San Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs |
| Location Description | Los Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING |
| QA Service Level | 1 (Verified on 04/21/2022) |
Sample Information
| Sample Taken Date | 05/23/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 05/23/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 1867.1 sqft | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Chad | Last name of sampler or witnessed by | Chotibhongs |
| Title of sampler | MREA | Telephone number of sampler | 213-817-0387 |
| Laboratory sample identification | 22-1239 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Flatiron | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | NA |
|---|---|---|---|
| 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 | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-05-23-2
DIME Test ID: 2022-05-23-2-2
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: 2022-05-23
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 05/23/2022
Gage No.: 60293
Test No.: 1
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 1
Depth: 5
Material No.: On-Site
Material Type: Aggregate Base
Impact By: Chad Chotibhongs
Standard Count Density: 2168 g/cc
Count or Density 1: 1.92 g/cc
Count or Density 2: 1.93 g/cc
Count or Density 3: 1.95 g/cc
Standard Count Moisture: 632 g/cc
Moisture Count 1: 0.11 g/cc
Moisture Count 2: 0.12 g/cc
Moisture Count 3: 0.14 g/cc
Sum of Count or Density: 5.8 g/cc
Average of Count or Density: 1.93 g/cc
Sum of Moisture Count: 0.37 g/cc
Average of Moisture Count: 0.12 g/cc
Calculated Percent Relative Compaction: 92.9 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/23/2022 ✔