DIME » All Projects » Project DEA: 040A5344 » Sample 2017-01-31-2 » View Test Details

Summary for Test 2017-01-31-2-1

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 Date01/31/2017 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing02/01/2017 Sample typeQuality Control
A brief description of the sampleSoil The quantity of what the sample constitutes 2 bags
From where was the sample collectedJob Site First name of sampler or witnessed byChris
Last name of sampler or witnessed byMoulton Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identification17SOIL-0006
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameNA
Transportation Laboratory (TL) NumberC839658 Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot 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 collected5 FT EAST OF RIGHT PILE
Where the material sample would have been placed if not sampled20_21 FT

Test Details

DIME Sample ID: 2017-01-31-2
DIME Test ID: 2017-01-31-2-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2017-02-15

Test Results


What size aggregate is being tested?: Combined Gradation
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: Measured
Tester's full name: Benjamin Lenz
Date of test: 02/02/2017
Sieve SizeIndividual Mass RetainedCumulative Percent Passing
grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
1.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
347.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/8/2017 ✔