Summary for Test 2017-01-06-6-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 211576 DEA: 060K8104 EFIS: 0612000108 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99,178-26.8,R2.0 |
| Award Date | 09/30/2016 |
| Closeout Date | 01/07/2019 |
| Work Description | SEISMIC RESTORATION AND HIGHWAY PLANTING AND IRRIGATION. |
| Location Description | KERN COUNTY IN BAKERSFIELD AT AIRPORT DRIVE OVERCROSSING AND AT GOLDEN STATE AVENUE SEPARATION |
| QA Service Level | 1 (Verified on 12/19/2016) |
Sample Information
| Sample Taken Date | 01/06/2017 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 02/13/2017 |
| Sample type | Quality Control | A brief description of the sample | BENT 2, E. SIDE OF COLUMN 2 |
| The quantity of what the sample constitutes | 1 BAG | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Shanabrook |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17SOIL-0012 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C703212 |
| 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 | ABOUT 5 FT E. OF COLUMN 2 |
| Where the material sample would have been placed if not sampled | TOP OF FOOTING |
Test Details
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DIME Sample ID: 2017-01-06-6
DIME Test ID: 2017-01-06-6-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-03-09
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/02/2017
Total mass of material in the sample: 13714 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: 11 grams
Cumulative mass retained on the 3/8 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 8 grams
Cumulative mass retained on the #8 sieve: 30 grams
Total sample mass passing the #4 sieve: 547 grams
Total mass of fine material in the sample: 547 grams
Cumulative mass retained on the pan: 516 grams
Total cumulative mass of coarse aggregate: 19 grams
Total cumulative mass of fine aggregate: 546 grams
Sum of coarse and fine aggregate: 566 grams
Percentage of coarse material: 3 %
Percentage of fine material: 97 %
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: 98 %
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 97 %
Cumulative percent passing the #8 sieve: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/2/2017 ✔