Summary for Test 2017-10-04-7-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212247 DEA: 010G8004 MINOR: 01A1727 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-1-78.0/83.5, 77.0/83.5 |
| Award Date | 01/11/2017 |
| Closeout Date | 04/12/2021 |
| Work Description | Major Damage Restoration |
| Location Description | In Mendocino County near West port from 0.3 mile south of Wages Creek Bridge #10-137 to Solider Point Viaduct #10-271 |
| QA Service Level | 1 (Verified on 03/21/2017) |
Sample Information
| Sample Taken Date | 10/04/2017 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 10/09/2017 |
| Sample type | Quality Control | A brief description of the sample | Structural Backfill for MSE Wall |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | M | Last name of sampler or witnessed by | McKeon |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17SOIL-0287 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C555908 |
| 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 | Caltrans Stockpile |
| Where the material sample would have been placed if not sampled | Ten Mile Turntable |
Test Details
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DIME Sample ID: 2017-10-04-7
DIME Test ID: 2017-10-04-7-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-10-11
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 10/11/2017
Total mass of material in the sample: 15358 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: 140 grams
Cumulative mass retained on the 3/4 in. sieve: 2005 grams
Cumulative mass retained on the 1/2 in. sieve: 5242 grams
Cumulative mass retained on the 3/8 in. sieve: 1412 grams
Cumulative mass retained on the #4 sieve: 2594 grams
Cumulative mass retained on the #8 sieve: 1268 grams
Total sample mass passing the #4 sieve: 3934 grams
Total mass of fine material in the sample: 3934 grams
Cumulative mass retained on the pan: 2666 grams
Total cumulative mass of coarse aggregate: 11393 grams
Total cumulative mass of fine aggregate: 3934 grams
Sum of coarse and fine aggregate: 15327
Percentage of coarse material: 74 %
Percentage of fine material: 26 %
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: 99 %
Cumulative percent passing the 3/4 in. sieve: 86 %
Cumulative percent passing the 1/2 in. sieve: 52 %
Cumulative percent passing the 3/8 in. sieve: 43 %
Cumulative percent passing the #4 sieve: 26 %
Cumulative percent passing the #8 sieve: 18 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/11/2017 ✔