Summary for Test 2017-10-17-6-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
Project Identifiers | Project ID: 212423 DEA: 010H2104 EFIS: 0117000130 |
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DIST-CO-RTE-PM | 01-MEN,LAK/MEN,LAK,MEN-175-5.9,5.0/9.0, 0.5/3.0, 5.0/9.0 , 0.5/6.5, 5.0/9.0 |
Award Date | 04/10/2017 |
Closeout Date | 04/15/2021 |
Work Description | Storm repairs near Hopland & slide and slipout repair |
Location Description | In Mendocino County near Hopland from 1 mile east of Buckman Dr.-Rd. 105B to 0.3 mile east of motorcycle park entrance |
QA Service Level | 1 (Verified on 05/31/2017) |
Sample Information
Sample Taken Date | 10/17/2017 | Sample Unique Key | 6 |
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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 | 10/25/2017 |
Sample type | Quality Control | A brief description of the sample | Sheet pile |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Moore |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 17SOIL-0314 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C633982 |
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 | A-17-103 |
Where the material sample would have been placed if not sampled | 15 to 20 ft |
Test Details
DIME Sample ID: 2017-10-17-6
DIME Test ID: 2017-10-17-6-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-10-25
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 10/25/2017
Total mass of material in the sample: 10952 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: 111 grams
Cumulative mass retained on the 3/8 in. sieve: 116 grams
Cumulative mass retained on the #4 sieve: 433 grams
Cumulative mass retained on the #8 sieve: 202 grams
Total sample mass passing the #4 sieve: 1974 grams
Total mass of fine material in the sample: 986 grams
Cumulative mass retained on the pan: 778 grams
Total cumulative mass of coarse aggregate: 660 grams
Total cumulative mass of fine aggregate: 980 grams
Sum of coarse and fine aggregate: 2634
Percentage of coarse material: 25 %
Percentage of fine material: 75 %
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 91 %
Cumulative percent passing the #4 sieve: 75 %
Cumulative percent passing the #8 sieve: 60 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/25/2017 ✔