Summary for Test 2017-07-11-16-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
Project Identifiers | Project ID: 212895 DEA: 051C9600 EFIS: 0513000019 |
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DIST-CO-RTE-PM | 05-MON-101-41.4 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Salinas River bridge seismic retrofit |
Location Description | In Monterey County near King City at the Salinas River Bridge 44-0032R/L |
QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
Sample Taken Date | 07/11/2017 | Sample Unique Key | 16 |
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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 | 11/14/2017 |
Sample type | Quality Control | A brief description of the sample | Salinas River |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Hossain | Last name of sampler or witnessed by | Salimi |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 17SOIL-0344 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C969231A |
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 |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | RC-17-015 |
Where the material sample would have been placed if not sampled | 5 to 7 ft |
Test Details
DIME Sample ID: 2017-07-11-16
DIME Test ID: 2017-07-11-16-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-21
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/21/2017
Total mass of material in the sample: 509 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: 0 grams
Cumulative mass retained on the #4 sieve: 3 grams
Cumulative mass retained on the #8 sieve: 2 grams
Total sample mass passing the #4 sieve: 506 grams
Total mass of fine material in the sample: 506 grams
Cumulative mass retained on the pan: 504 grams
Total cumulative mass of coarse aggregate: 3 grams
Total cumulative mass of fine aggregate: 506 grams
Sum of coarse and fine aggregate: 509
Percentage of coarse material: 1 %
Percentage of fine material: 99 %
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: 99 %
Cumulative percent passing the #8 sieve: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/21/2017 ✔