Summary for Test 2016-08-03-14-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212252
DEA: 033F5604
EFIS: 0313000033
DIST-CO-RTE-PM03-SUT,YUB-20-17.0/17.1,0.0/0.4
Award Date02/11/2021
Closeout Date01/25/2023
Work DescriptionINSTALL CAST-IN-STEEL SHELL CONCRETE PILE.
Location DescriptionSUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 04/27/2018)

Sample Information

Sample Taken Date08/03/2016 Sample Unique Key14
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 testing02/23/2017
Sample typeQuality Control A brief description of the sampleFEATHER RIVER BOH
The quantity of what the sample constitutes1 BAG From where was the sample collectedJob Site
First name of sampler or witnessed byFERNANDO Last name of sampler or witnessed byDE HARO
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0026 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC637022A
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedRC-16-001
Where the material sample would have been placed if not sampled10 TO 50 FT

Test Details

DIME Sample ID: 2016-08-03-14
DIME Test ID: 2016-08-03-14-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-04-03

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/27/2017
Total mass of material in the sample: 1890 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: 24 grams
Cumulative mass retained on the 1/2 in. sieve: 19 grams
Cumulative mass retained on the 3/8 in. sieve: 26 grams
Cumulative mass retained on the #4 sieve: 26 grams
Cumulative mass retained on the #8 sieve: 9 grams
Total sample mass passing the #4 sieve: 865 grams
Total mass of fine material in the sample: 433 grams
Cumulative mass retained on the pan: 424 grams
Total cumulative mass of coarse aggregate: 95 grams
Total cumulative mass of fine aggregate: 433 grams
Sum of coarse and fine aggregate: 960 grams
Percentage of coarse material: 10 %
Percentage of fine material: 90 %
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 96 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 90 %
Cumulative percent passing the #8 sieve: 88 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/27/2017