Summary for Test 2017-02-21-7-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
Project Identifiers | Project ID: 212024 DEA: 010G7504 |
---|---|
DIST-CO-RTE-PM | 01-LAK-175-17.4/23.6 |
Award Date | 01/11/2017 |
Closeout Date | 04/12/2021 |
Work Description | Storm damage repairs |
Location Description | Not set |
QA Service Level | 1 (Verified on 04/14/2017) |
Sample Information
Sample Taken Date | 02/21/2017 | Sample Unique Key | 7 |
---|---|---|---|
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 | 03/10/2017 |
Sample type | Quality Control | A brief description of the sample | FOUNDATION 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 | ALI | Last name of sampler or witnessed by | KADDOURA |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 17SOIL-0045 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C868703 |
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-17-001 |
Where the material sample would have been placed if not sampled | 25 TO 30 FT |
Test Details
DIME Sample ID: 2017-02-21-7
DIME Test ID: 2017-02-21-7-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-03-22
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/15/2017
Total mass of material in the sample: 7728 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: 7 grams
Cumulative mass retained on the 3/8 in. sieve: 2 grams
Cumulative mass retained on the #4 sieve: 24 grams
Cumulative mass retained on the #8 sieve: 75 grams
Total sample mass passing the #4 sieve: 1896 grams
Total mass of fine material in the sample: 944 grams
Cumulative mass retained on the pan: 867 grams
Total cumulative mass of coarse aggregate: 33 grams
Total cumulative mass of fine aggregate: 942 grams
Sum of coarse and fine aggregate: 1929 grams
Percentage of coarse material: 2 %
Percentage of fine material: 98 %
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: 98 %
Cumulative percent passing the #8 sieve: 90 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/15/2017 ✔