Summary for Test 2017-07-01-2-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212571 DEA: 051F79A4 EFIS: 0514000061 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-55.9/R56.2 |
| Award Date | 09/13/2022 |
| Closeout Date | Not set |
| Work Description | Nojoqui Creek Bridge (51-0018 L/R) widening and rail replacement. |
| Location Description | IN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R) |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 07/01/2017 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 07/13/2017 |
| Sample type | Quality Control | A brief description of the sample | Foundation |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Vahid | Last name of sampler or witnessed by | Khala O Khotan |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17SOIL-0219 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C002123 |
| 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-17-002 |
| Where the material sample would have been placed if not sampled | 10 to 15 ft |
Test Details
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DIME Sample ID: 2017-07-01-2
DIME Test ID: 2017-07-01-2-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-07-27
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 07/27/2017
Total mass of material in the sample: 3222 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: 7 grams
Cumulative mass retained on the #4 sieve: 160 grams
Cumulative mass retained on the #8 sieve: 61 grams
Total sample mass passing the #4 sieve: 1608 grams
Total mass of fine material in the sample: 469 grams
Cumulative mass retained on the pan: 407 grams
Total cumulative mass of coarse aggregate: 167 grams
Total cumulative mass of fine aggregate: 468 grams
Sum of coarse and fine aggregate: 1775 grams
Percentage of coarse material: 9 %
Percentage of fine material: 91 %
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: 91 %
Cumulative percent passing the #8 sieve: 79 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/27/2017 ✔