Summary for Test 2018-01-09-11-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
Project Identifiers | Project ID: 210862 DEA: 031F4004 EFIS: 0300020420 |
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DIST-CO-RTE-PM | 03-PLA-80-35.1/38.3 |
Award Date | 03/10/2016 |
Closeout Date | 06/19/2020 |
Work Description | WIDEN EASTBOUND ROADWAY |
Location Description | WIDEN EASTBOUND ROADWAY |
QA Service Level | 1 (Verified on 10/20/2015) |
Sample Information
Sample Taken Date | 01/09/2018 | Sample Unique Key | 11 |
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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 | 01/26/2018 |
Sample type | Preliminary | A brief description of the sample | Geotech Study |
The quantity of what the sample constitutes | 1 Bucket | 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 | 18-0001 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C835559 |
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 | Surface |
Where the material sample would have been placed if not sampled | Surface |
Test Details
DIME Sample ID: 2018-01-09-11
DIME Test ID: 2018-01-09-11-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2018-01-31
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 01/31/2018
Total mass of material in the sample: 20611 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: 38 grams
Cumulative mass retained on the 1/2 in. sieve: 46 grams
Cumulative mass retained on the 3/8 in. sieve: 28 grams
Cumulative mass retained on the #4 sieve: 105 grams
Cumulative mass retained on the #8 sieve: 0 grams
Total sample mass passing the #4 sieve: 20377 grams
Total mass of fine material in the sample: 20377 grams
Cumulative mass retained on the pan: 20377 grams
Total cumulative mass of coarse aggregate: 217 grams
Total cumulative mass of fine aggregate: 20377 grams
Sum of coarse and fine aggregate: 20594
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: 99 %
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 1/31/2018 ✔