Summary for Test 2017-04-24-5-1
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 | 04/24/2017 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 05/04/2017 |
| Sample type | Quality Control | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Anna | Last name of sampler or witnessed by | Sojourner |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17SOIL-0110 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C708861 |
| 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 | NA |
| Where the material sample would have been placed if not sampled | 36 to 38 ft |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2017-04-24-5
DIME Test ID: 2017-04-24-5-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-05-16
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/09/2017
Total mass of material in the sample: 8457 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: 33 grams
Cumulative mass retained on the 3/4 in. sieve: 25 grams
Cumulative mass retained on the 1/2 in. sieve: 205 grams
Cumulative mass retained on the 3/8 in. sieve: 260 grams
Cumulative mass retained on the #4 sieve: 454 grams
Cumulative mass retained on the #8 sieve: 146 grams
Total sample mass passing the #4 sieve: 1222 grams
Total mass of fine material in the sample: 603 grams
Cumulative mass retained on the pan: 455 grams
Total cumulative mass of coarse aggregate: 977 grams
Total cumulative mass of fine aggregate: 601 grams
Sum of coarse and fine aggregate: 2199 grams
Percentage of coarse material: 44 %
Percentage of fine material: 56 %
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: 98 %
Cumulative percent passing the 3/4 in. sieve: 97 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 42 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/9/2017 ✔