Summary for Test 2015-12-20-1-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 211576
DEA: 060K8104
EFIS: 0612000108
DIST-CO-RTE-PM06-KER-99,178-26.8,R2.0
Award Date09/30/2016
Closeout Date01/07/2019
Work DescriptionSEISMIC RESTORATION AND HIGHWAY PLANTING AND IRRIGATION.
Location DescriptionKERN COUNTY IN BAKERSFIELD AT AIRPORT DRIVE OVERCROSSING AND AT GOLDEN STATE AVENUE SEPARATION
QA Service Level1 (Verified on 12/19/2016)

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 testing02/13/2017
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 Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0010 Linked DIME Sample IDUnknown
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
Cumulative mass retained on the pan: 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 3/2/2017