Summary for Test 2014-11-07-3-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 208852
DEA: 040A5344
EFIS: 0400021131
COOP: 042491
DIST-CO-RTE-PM04-SOL-80,80-R11.4/13.0
Award Date03/19/2014
Closeout Date10/12/2018
Work DescriptionREALIGN I-680 TO CONNECT DIRECTLY WITH THE I-80/SR-12 INTERCHANGE.
Location DescriptionIN SOLANO COUNTY NEAR FAIRFIELD.
QA Service Level1 (Verified on 10/17/2013)

Sample Information

Sample Taken Date11/07/2014 Sample Unique Key3
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 testing11/10/2014
Sample typeAcceptance A brief description of the sampleMSE
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byLoreto Last name of sampler or witnessed byTabigne
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification14soil0349 C882428 Linked DIME Sample ID0
The fabricator/manufacturer/facility nameTruck Scales sample 1 Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) Form 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 collectedStockpile
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2014-11-07-3
DIME Test ID: 2014-11-07-3-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2014-11-13

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 11/10/2014
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 94 %
Cumulative percent passing the 3/4 in. sieve: 82 %
Cumulative percent passing the 1/2 in. sieve: 67 %
Cumulative percent passing the 3/8 in. sieve: 57 %
Cumulative percent passing the #4 sieve: 41 %
Cumulative percent passing the #8 sieve: 29 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/13/2014