Summary for Test 2016-10-19-12-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212324 DEA: 033F5104 EFIS: 0313000020 |
|---|---|
| DIST-CO-RTE-PM | 03-YUB-20-R18.1/R20.1 |
| Award Date | 10/31/2019 |
| Closeout Date | 08/03/2023 |
| Work Description | Construct bridge, realign curve & widen shoulders. |
| Location Description | Construction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road. |
| QA Service Level | 1 (Verified on 02/27/2020) |
Sample Information
| Sample Taken Date | 10/19/2016 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 04/06/2017 |
| Sample type | Quality Control | A brief description of the sample | FOUNDATION INVESTIGATION |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | JOE | Last name of sampler or witnessed by | KAUMP |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17SOIL-0073 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C739518 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | 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-16-003 |
| Where the material sample would have been placed if not sampled | 0 TO 11 FT |
Test Details
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DIME Sample ID: 2016-10-19-12
DIME Test ID: 2016-10-19-12-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-04-14
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 04/07/2017
Total mass of material in the sample: 2467 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 92 grams
Cumulative mass retained on the 3/4 in. sieve: 170 grams
Cumulative mass retained on the 1/2 in. sieve: 120 grams
Cumulative mass retained on the 3/8 in. sieve: 89 grams
Cumulative mass retained on the #4 sieve: 173 grams
Cumulative mass retained on the #8 sieve: 20 grams
Total sample mass passing the #4 sieve: 1822 grams
Total mass of fine material in the sample: 556 grams
Cumulative mass retained on the pan: 536 grams
Total cumulative mass of coarse aggregate: 644 grams
Total cumulative mass of fine aggregate: 556 grams
Sum of coarse and fine aggregate: 2466 grams
Percentage of coarse material: 26 %
Percentage of fine material: 74 %
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: 96 %
Cumulative percent passing the 3/4 in. sieve: 89 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 81 %
Cumulative percent passing the #4 sieve: 74 %
Cumulative percent passing the #8 sieve: 71 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2017 ✔