Summary for Test 2022-03-03-47-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215108 DEA: 07337604 EFIS: 0717000036 |
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DIST-CO-RTE-PM | 07-LA-14-R28.9/R29.2 |
Award Date | 10/15/2020 |
Closeout Date | 05/04/2023 |
Work Description | REPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM. |
Location Description | LOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 03/03/2022 | Sample Unique Key | 47 |
---|---|---|---|
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 | 03/03/2022 |
Sample type | Acceptance | A brief description of the sample | agg base |
The quantity of what the sample constitutes | 695cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | LR | Last name of sampler or witnessed by | Collier |
Title of sampler | TET | Telephone number of sampler | 14242327257 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | na | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | NB 14 JNO Placerita |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | CTM 231 test location | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-03-03-47
DIME Test ID: 2022-03-03-47-2
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: 2022-05-05
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: LR Collier
Date of test: 03/03/2022
Gage No.: 30936
Test No.: 22-0424
Nuclear By: LR Collier
Non-Bias Plan No.: 2
Depth: 8
Material No.: import
Material Type: agg base
Impact By: LR Collier
Standard Count Density: 1919 g/cc
Count or Density 1: 2.11 g/cc
Count or Density 2: 2.05 g/cc
Count or Density 3: 2.14 g/cc
Standard Count Moisture: 559 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.16 g/cc
Moisture Count 3: 0.17 g/cc
Sum of Count or Density: 6.30 g/cc
Average of Count or Density: 2.10 g/cc
Sum of Moisture Count: 0.49 g/cc
Average of Moisture Count: 0.16 g/cc
Calculated Percent Relative Compaction: 95.9 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2022 ✔