Summary for Test 2017-10-07-10-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212896 DEA: 04160304 EFIS: 0400000429 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-13.1/13.5 |
| Award Date | 11/17/2020 |
| Closeout Date | 02/02/2026 |
| Work Description | NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT |
| Location Description | IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036). |
| QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
| Sample Taken Date | 10/07/2017 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/15/2017 | Sample type | Quality Control |
| A brief description of the sample | Alameda Creek Bridge | 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 | Nile | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 17SOIL-0340 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | NA |
| Transportation Laboratory (TL) Number | C232426 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | 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 | R-17-008 |
| Where the material sample would have been placed if not sampled | 0 to 2 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: 2017-10-07-10
DIME Test ID: 2017-10-07-10-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-22
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/22/2017
Total mass of material in the sample: 2188.0 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 0.0 grams
Cumulative mass retained on the #4 sieve: 3.0 grams
Cumulative mass retained on the #8 sieve: 4.0 grams
Total sample mass passing the #4 sieve: 552 grams
Total mass of fine material in the sample: 552 grams
Cumulative mass retained on the pan: 548.0 grams
Total cumulative mass of coarse aggregate: 3 grams
Total cumulative mass of fine aggregate: 552 grams
Sum of coarse and fine aggregate: 555
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: 100 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2017 ✔