Summary for Test 2017-07-26-20-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212895 DEA: 051C9600 EFIS: 0513000019 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-41.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Salinas River bridge seismic retrofit |
| Location Description | In Monterey County near King City at the Salinas River Bridge 44-0032R/L |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 07/26/2017 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 11/14/2017 |
| Sample type | Preliminary | A brief description of the sample | Salinas River Bridge 44-0032 R/L |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Hossain | Last name of sampler or witnessed by | Salimi |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17SOIL-0363 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C740602A |
| 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-17-119 |
| Where the material sample would have been placed if not sampled | 15 to 16 ft |
Test Details
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DIME Sample ID: 2017-07-26-20
DIME Test ID: 2017-07-26-20-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-22
Test Results
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 11/22/2017
Total mass of material in the sample: 479 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: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 2 grams
Cumulative mass retained on the #4 sieve: 0 grams
Cumulative mass retained on the #8 sieve: 5 grams
Total sample mass passing the #4 sieve: 477 grams
Total mass of fine material in the sample: 477 grams
Cumulative mass retained on the pan: 472 grams
Total cumulative mass of coarse aggregate: 2 grams
Total cumulative mass of fine aggregate: 477 grams
Sum of coarse and fine aggregate: 479
Percentage of coarse material: 0 %
Percentage of fine material: 100 %
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2017 ✔