Summary for Test 2022-04-18-12-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
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DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
Award Date | 05/27/2016 |
Closeout Date | 08/01/2023 |
Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
Sample Taken Date | 04/18/2022 | 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 | 04/18/2022 |
Sample type | Department Acceptance | A brief description of the sample | Aggregate Base |
The quantity of what the sample constitutes | 16875 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 | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Security Paving company | 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 | Aggregate Base |
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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 aggregate base | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-04-18-12
DIME Test ID: 2022-04-18-12-2
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: 2022-04-18
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 04/18/2022
Gage No.: 31105
Test No.: 1
Nuclear By: Jacinto Villanueva
Non-Bias Plan No.: 2
Depth: 11
Material No.: on site
Material Type: aggregate base
Impact By: Jacinto Villanueva
Standard Count Density: 2221 g/cc
Count or Density 1: 2.12 g/cc
Count or Density 2: 2.01 g/cc
Count or Density 3: 2.07 g/cc
Count or Density 4: 2.15 g/cc
Count or Density 5: 2.04 g/cc
Standard Count Moisture: 591 g/cc
Moisture Count 1: 0.14 g/cc
Moisture Count 2: 0.15 g/cc
Moisture Count 3: 0.15 g/cc
Moisture Count 4: 0.15 g/cc
Moisture Count 5: 0.16 g/cc
Sum of Count or Density: 10.39 g/cc
Average of Count or Density: 2.08 g/cc
Sum of Moisture Count: 0.75 g/cc
Average of Moisture Count: 0.15 g/cc
Calculated Percent Relative Compaction: 97.6 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/18/2022 ✔