Summary for Test 2024-05-03-63-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548 |
---|---|
DIST-CO-RTE-PM | 04-ALA-84,680-17.9/21 |
Award Date | 02/19/2021 |
Closeout Date | Not set |
Work Description | ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION. |
Location Description | ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84 |
QA Service Level | 1 (Verified on 11/04/2019) |
Sample Information
Sample Taken Date | 05/03/2024 | Sample Unique Key | 63 |
---|---|---|---|
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 | 05/03/2024 |
Sample type | Quality Assurance | A brief description of the sample | Subgrade |
The quantity of what the sample constitutes | 5 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Charles | Last name of sampler or witnessed by | Poolis |
Title of sampler | Caltrans TET | Telephone number of sampler | |
Laboratory sample identification | SJ-050324-SG | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Roadway Excavation | 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 | Roadway Excavation |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | HWY 680 Calaveras Line LT | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-05-03-63
DIME Test ID: 2024-05-03-63-1
Testing Lab: CT D04 - San Jose Construction Field Laboratory
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: 2024-05-28
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Charles Poolis
Date of test: 05/03/2024
Sum of Count or Density: 31130 g/cc
Average of Count or Density: 21865 g/cc
Sum of Moisture Count: 9527 g/cc
Average of Moisture Count: 2116 g/cc
Count Ratio Density: 0.7
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Sta. 197+00 to Sta. 190+50
Test was verified on 5/28/2024 ✔