Summary for Test 2016-08-03-14-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212252 DEA: 033F5604 EFIS: 0313000033 |
|---|---|
| DIST-CO-RTE-PM | 03-SUT,YUB-20-17.0/17.1,0.0/0.4 |
| Award Date | 02/11/2021 |
| Closeout Date | 01/25/2023 |
| Work Description | INSTALL CAST-IN-STEEL SHELL CONCRETE PILE. |
| Location Description | SUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD |
| QA Service Level | 1 (Verified on 04/27/2018) |
Sample Information
| Sample Taken Date | 08/03/2016 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 02/23/2017 |
| Sample type | Quality Control | A brief description of the sample | FEATHER RIVER BOH |
| The quantity of what the sample constitutes | 1 BAG | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | FERNANDO | Last name of sampler or witnessed by | DE HARO |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17SOIL-0026 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C637022A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | RC-16-001 |
| Where the material sample would have been placed if not sampled | 10 TO 50 FT |
Test Details
DIME Sample ID: 2016-08-03-14
DIME Test ID: 2016-08-03-14-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-04-03
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/27/2017
Total mass of material in the sample: 1890.0 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 24.0 grams
Cumulative mass retained on the 1/2 in. sieve: 19.0 grams
Cumulative mass retained on the 3/8 in. sieve: 26.0 grams
Cumulative mass retained on the #4 sieve: 26.0 grams
Cumulative mass retained on the #8 sieve: 9.0 grams
Total sample mass passing the #4 sieve: 865 grams
Total mass of fine material in the sample: 433 grams
Cumulative mass retained on the pan: 424.0 grams
Total cumulative mass of coarse aggregate: 95 grams
Total cumulative mass of fine aggregate: 433 grams
Sum of coarse and fine aggregate: 960 grams
Percentage of coarse material: 10 %
Percentage of fine material: 90 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 96 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 90 %
Cumulative percent passing the #8 sieve: 88 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/27/2017 ✔
