Summary for Test 2017-02-27-4-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212216 DEA: 033H0204 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-36.6/38.51 |
| Award Date | 02/10/2017 |
| Closeout Date | 08/06/2019 |
| Work Description | remove slide material, repair sinkhole, install slope drainage |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/18/2017) |
Sample Information
| Sample Taken Date | 02/27/2017 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/16/2017 | 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 | MARK |
| Last name of sampler or witnessed by | HAGY | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 17SOIL-0053 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | NA |
| Transportation Laboratory (TL) Number | C835556 | 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-17-001 |
| Where the material sample would have been placed if not sampled | 4 TO 15 FT |
Test Details
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DIME Sample ID: 2017-02-27-4
DIME Test ID: 2017-02-27-4-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-03-24
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/17/2017
Total mass of material in the sample: 5806.0 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: 39.0 grams
Cumulative mass retained on the 1/2 in. sieve: 36.0 grams
Cumulative mass retained on the 3/8 in. sieve: 26.0 grams
Cumulative mass retained on the #4 sieve: 69.0 grams
Cumulative mass retained on the #8 sieve: 17.0 grams
Total sample mass passing the #4 sieve: 1346 grams
Total mass of fine material in the sample: 666 grams
Cumulative mass retained on the pan: 649.0 grams
Total cumulative mass of coarse aggregate: 170 grams
Total cumulative mass of fine aggregate: 666 grams
Sum of coarse and fine aggregate: 1516 grams
Percentage of coarse material: 11 %
Percentage of fine material: 89 %
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 95 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 89 %
Cumulative percent passing the #8 sieve: 87 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/17/2017 ✔