Summary for Test 2017-10-16-4-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212423 DEA: 010H2104 EFIS: 0117000130 |
|---|---|
| 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 | 10/16/2017 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | Retaining wall |
| 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-0313 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C633981 |
| 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 | A-17-101 |
| Where the material sample would have been placed if not sampled | 20 to 25 ft |
Test Details
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DIME Sample ID: 2017-10-16-4
DIME Test ID: 2017-10-16-4-1
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: 9694 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: 99 grams
Cumulative mass retained on the 1/2 in. sieve: 111 grams
Cumulative mass retained on the 3/8 in. sieve: 141 grams
Cumulative mass retained on the #4 sieve: 395 grams
Cumulative mass retained on the #8 sieve: 143 grams
Total sample mass passing the #4 sieve: 1640 grams
Total mass of fine material in the sample: 820 grams
Cumulative mass retained on the pan: 671 grams
Total cumulative mass of coarse aggregate: 746 grams
Total cumulative mass of fine aggregate: 814 grams
Sum of coarse and fine aggregate: 2386
Percentage of coarse material: 31 %
Percentage of fine material: 69 %
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: 96 %
Cumulative percent passing the 1/2 in. sieve: 91 %
Cumulative percent passing the 3/8 in. sieve: 85 %
Cumulative percent passing the #4 sieve: 69 %
Cumulative percent passing the #8 sieve: 57 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/25/2017 ✔