Summary for Test 2022-08-25-16-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 993316 DEA: 07325304 EFIS: 0716000083 |
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DIST-CO-RTE-PM | 07-LA-118-R1.5/R10.2 |
Award Date | 12/27/2021 |
Closeout Date | Not set |
Work Description | CONSTRUCT STORM WATER TREATMENT DEVICES AND IMPORTED BORROW. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF ROUTE 118/27 SEPARATION TO 0.2 MILE EAST OF SEPULVEDA BOULEVARD UNDERCROSSING |
QA Service Level | 1 (Verified on 11/30/2021) |
Sample Information
Sample Taken Date | 08/25/2022 | Sample Unique Key | 16 |
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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 | 08/25/2022 |
Sample type | Department Acceptance | A brief description of the sample | Structural Backfill |
The quantity of what the sample constitutes | 33CY | 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 | 22-2260 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Powell Construction | 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 |
---|---|---|---|
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: 2022-08-25-16
DIME Test ID: 2022-08-25-16-2
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: 2022-08-25
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: 08/25/2022
Gage No.: 30936
Test No.: 1
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 1
Depth: 12 Inches
Material No.: on site
Material Type: structural backfill
Impact By: jacinto villanueva
Standard Count Density: 1932 g/cc
Count or Density 1: 1.99 g/cc
Count or Density 2: 1.98 g/cc
Count or Density 3: 1.96 g/cc
Standard Count Moisture: 559 g/cc
Moisture Count 1: 0.17 g/cc
Moisture Count 2: 0.18 g/cc
Moisture Count 3: 0.13 g/cc
Sum of Count or Density: 5.93 g/cc
Average of Count or Density: 1.98 g/cc
Sum of Moisture Count: 0.48 g/cc
Average of Moisture Count: 0.16 g/cc
Calculated Percent Relative Compaction: 91.9 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/25/2022 ✔