Summary for Test 2017-08-30-9-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
| Award Date | 05/26/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
| Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
| QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
| Sample Taken Date | 08/30/2017 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/20/2017 | Sample type | Quality Control |
| A brief description of the sample | Tumey Gulch Bridge | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Joseph |
| Last name of sampler or witnessed by | Klamecki | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 17SOIL-0276 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | NA |
| Transportation Laboratory (TL) Number | C701591 | 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-17-003 |
| Where the material sample would have been placed if not sampled | 63 ft |
Test Details
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DIME Sample ID: 2017-08-30-9
DIME Test ID: 2017-08-30-9-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-09-28
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 09/28/2017
Total mass of material in the sample: 1292.0 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: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 0.0 grams
Cumulative mass retained on the #4 sieve: 0.0 grams
Cumulative mass retained on the #8 sieve: 1.0 grams
Total sample mass passing the #4 sieve: 643 grams
Total mass of fine material in the sample: 483 grams
Cumulative mass retained on the pan: 482.0 grams
Total cumulative mass of coarse aggregate: 0 grams
Total cumulative mass of fine aggregate: 483 grams
Sum of coarse and fine aggregate: 643 grams
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: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/28/2017 ✔