Summary for Test 2017-08-15-12-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
Project Identifiers | Project ID: 212800 DEA: 100G8301 EFIS: 1012000316 |
---|---|
DIST-CO-RTE-PM | 10-MER-152- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Merced Seismic Restoration |
Location Description | In Merced County on state routes, 59, 140 and 152 at various bridges. |
QA Service Level | 1 (Verified on 12/20/2018) |
Sample Information
Sample Taken Date | 08/15/2017 | Sample Unique Key | 12 |
---|---|---|---|
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 | 10/23/2017 |
Sample type | Quality Control | A brief description of the sample | Banos Creek Bridge 39-0090 |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Hassan | Last name of sampler or witnessed by | Ibrahim |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 17SOIL-0302 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C002128 |
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 | RC-17-002 |
Where the material sample would have been placed if not sampled | 10 to 12 ft |
Test Details
DIME Sample ID: 2017-08-15-12
DIME Test ID: 2017-08-15-12-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-13
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/13/2017
Total mass of material in the sample: 411 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: 0 grams
Cumulative mass retained on the #8 sieve: 0 grams
Total sample mass passing the #4 sieve: 411 grams
Total mass of fine material in the sample: 411 grams
Cumulative mass retained on the pan: 411 grams
Total cumulative mass of coarse aggregate: 0 grams
Total cumulative mass of fine aggregate: 411 grams
Sum of coarse and fine aggregate: 411
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 11/13/2017 ✔