Summary for Test 2024-11-27-12-1
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 | 11/27/2024 | Sample Unique Key | 12 |
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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 | 11/27/2024 |
Sample type | Quality Assurance | A brief description of the sample | Structural Backfill |
The quantity of what the sample constitutes | 31 SY | 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 | Materials Tester | Telephone number of sampler | 951-764-3140 |
Laboratory sample identification | 24-3688 | 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 | Structural backfill at RCB 14-4 A1 Line |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | N/A |
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The fabricator's/manufacturer's product name for the sample | Structural backfill | The fabricator/manufacturer designation for the sample | Compaction testing |
The plant number | A detailed description of where the material sample was collected | Jobsite | |
Where the material sample would have been placed if not sampled | Jobsite | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-11-27-12
DIME Test ID: 2024-11-27-12-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2024-12-12
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Dominic Montemayor
Date of test: 11/27/2024
Gage No.: 6682
Test No.: 1
Nuclear By: Dominic Montemayor
Non-Bias Plan No.: 8
Depth: 12"
Material No.: Structural Backfill
Material Type: Structural Backfill
Impact By: Dominic Montemayor
Standard Count Density: 10808 g/cc
Count or Density 1: 2829 g/cc
Count or Density 2: 2908 g/cc
Count or Density 3: 2651 g/cc
Standard Count Moisture: 19608 g/cc
Moisture Count 1: 3763 g/cc
Moisture Count 2: 3591 g/cc
Moisture Count 3: 4174 g/cc
Sum of Count or Density: 8388 g/cc
Average of Count or Density: 2796 g/cc
Sum of Moisture Count: 11528 g/cc
Average of Moisture Count: 3842.67 g/cc
Calculated Percent Relative Compaction: 93.4 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/12/2024 ✔