Test 2015-12-20-1-1 (AGGLP SIEVE_ANALYSIS-1) Summary

Project Information
Project IdentifiersProject ID: 211576
DEA: 060K8104
EFIS: 0612000108
DIST-CO-RTE-PM06-KER-99,178-26.8,R2.0
Work DescriptionSEISMIC RESTORATION AND HIGHWAY PLANTING AND IRRIGATION.
Location DescriptionKERN COUNTY IN BAKERSFIELD AT AIRPORT DRIVE OVERCROSSING AND AT GOLDEN STATE AVENUE SEPARATION
Sample Information
Sample Taken Date12/20/2015 Sample Unique Key1
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 testing2/13/2017
Sample typeQuality Control A brief description of the sampleWEST SIDE OF COLUMN 1
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byJoe Last name of sampler or witnessed byShanabrook
Title of samplerFIT Laboratory sample identification17SOIL-0010
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC703210
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 collectedSIDE OF COLUMN, TOP OF FOOTING
Where the material sample would have been placed if not sampledNA
Test Details
DIME Sample ID: 2015-12-20-1
DIME Test ID: 2015-12-20-1-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-03-09
Test Results

Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/02/2017
Total mass of material in the sample: 12105 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: 23 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 5 grams
Cumulative mass retained on the #4 sieve: 18 grams
Cumulative mass retained on the #8 sieve: 22 grams
Total sample mass passing the #4 sieve: 1153 grams
Total mass of fine material in the sample: 575 grams
Mass retained on the pan (fine aggregate): 553 grams
Total cumulative mass of coarse aggregate: 46 grams
Total cumulative mass of fine aggregate: 575 grams
Sum of coarse and fine aggregate: 1199 grams
Percentage of coarse material: 4 %
Percentage of fine material: 96 %
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:98 %
Cumulative percent passing the 3/8 in. sieve:98 %
Cumulative percent passing the #4 sieve:96 %
Cumulative percent passing the #8 sieve:92 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/02/2017