Summary for Test 2021-11-16-6-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214710 DEA: 051J4704 EFIS: 0517000184 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-135-17.3/17.6 |
| Award Date | 05/27/2021 |
| Closeout Date | 08/17/2022 |
| Work Description | BUNNY AVENUE AND NORTH BROADWAY PED IMPROVEMENTS |
| Location Description | SANTA BARBARA COUNTY IN SANTA MARIA AT BUNNY AVENUE AND FROM ROEMER WAY TO PREISKER LANE |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 11/16/2021 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 11/18/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 139.2 sqyd | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | salvador | Last name of sampler or witnessed by | lopez-zamora |
| Title of sampler | ARET | Telephone number of sampler | 8057483854 |
| Laboratory sample identification | 334 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Native | 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 | Native Soil |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Roadway BR1 10600 to 10779 | |
| Where the material sample would have been placed if not sampled | Roadway BR1 10600 to 10779 |
Test Details
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DIME Sample ID: 2021-11-16-6
DIME Test ID: 2021-11-16-6-2
Testing Lab: CT D05 - Santa Maria 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: 2021-11-17
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Salvador Lopez-Zamora
Date of test: 11/16/2021
Gage No.: 30590
Test No.: 004 retest
Nuclear By: Salvador Lopez-Zamora
Non-Bias Plan No.: no data
Depth: 8
Material No.: no data
Material Type: Native
Impact By: Salvador Lopez-Zamora
Standard Count Density: 1744 g/cc
Count or Density 1: 888 g/cc
Count or Density 2: 918 g/cc
Count or Density 3: 1188 g/cc
Standard Count Moisture: 633 g/cc
Moisture Count 1: 136 g/cc
Moisture Count 2: 154 g/cc
Moisture Count 3: 145 g/cc
Sum of Count or Density: 2994.00 g/cc
Average of Count or Density: 998.00 g/cc
Sum of Moisture Count: 435.00 g/cc
Average of Moisture Count: 145.00 g/cc
Count Ratio Density: 0.57
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 95.4 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Retest .1
Test was verified on 11/17/2021 ✔