Summary for Test 2023-05-23-10-2
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 | 05/23/2023 | Sample Unique Key | 10 |
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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 | 05/23/2023 |
Sample type | Department Acceptance | A brief description of the sample | Structural Backfill |
The quantity of what the sample constitutes | 60 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jacinto | Last name of sampler or witnessed by | Villanueva |
Title of sampler | TEC | Telephone number of sampler | 8182096574 |
Laboratory sample identification | 23-0698 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | OHLA | 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 | Structural Backfill |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | from various location at structural backfill | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-05-23-10
DIME Test ID: 2023-05-23-10-2
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: 2023-05-23
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 05/23/2023
Gage No.: 60247
Test No.: 1
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 3
Depth: 12 Inches
Material No.: on site
Material Type: structural backfill
Impact By: jacinto villanueva
Standard Count Density: 2118 g/cc
Count or Density 1: 2.09 g/cc
Count or Density 2: 2.14 g/cc
Count or Density 3: 2.19 g/cc
Standard Count Moisture: 650 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.23 g/cc
Moisture Count 3: 0.21 g/cc
Sum of Count or Density: 6.42 g/cc
Average of Count or Density: 2.14 g/cc
Sum of Moisture Count: 0.63 g/cc
Average of Moisture Count: 0.21 g/cc
Calculated Percent Relative Compaction: 91.8 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/23/2023 ✔