Summary for Test 2015-12-31-6-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212244
DEA: 044G8404
EFIS: 0413000051
DIST-CO-RTE-PM04-NAP-128-20.1/20.4
Award Date02/19/2019
Closeout Date06/27/2023
Work DescriptionREPLACE CAPELL CREEK BRIDGE
Location DescriptionNAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST
QA Service Level1 (Verified on 05/20/2017)

Sample Information

Sample Taken Date12/31/2015 Sample Unique Key6
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 testing02/10/2017
Sample typeQuality Control A brief description of the sampleBRIDGE FOUNDATION
The quantity of what the sample constitutes1 BAG From where was the sample collectedJob Site
First name of sampler or witnessed byRON Last name of sampler or witnessed byRICHMAN
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0009 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC739596
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-15-020
Where the material sample would have been placed if not sampled31 TO 41 FT

Test Details

DIME Sample ID: 2015-12-31-6
DIME Test ID: 2015-12-31-6-1
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: 927 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: 121 grams
Cumulative mass retained on the 3/4 in. sieve: 109 grams
Cumulative mass retained on the 1/2 in. sieve: 146 grams
Cumulative mass retained on the 3/8 in. sieve: 75 grams
Cumulative mass retained on the #4 sieve: 88 grams
Cumulative mass retained on the #8 sieve: 14 grams
Total sample mass passing the #4 sieve: 388 grams
Total mass of fine material in the sample: 388 grams
Cumulative mass retained on the pan: 374 grams
Total cumulative mass of coarse aggregate: 539 grams
Total cumulative mass of fine aggregate: 388 grams
Sum of coarse and fine aggregate: 927 grams
Percentage of coarse material: 58 %
Percentage of fine material: 42 %
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: 87 %
Cumulative percent passing the 3/4 in. sieve: 75 %
Cumulative percent passing the 1/2 in. sieve: 59 %
Cumulative percent passing the 3/8 in. sieve: 51 %
Cumulative percent passing the #4 sieve: 42 %
Cumulative percent passing the #8 sieve: 40 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/27/2017