Summary for Test 2016-06-10-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 209980
DEA: 01000004
DIST-CO-RTE-PM01-DN-101-42.4-43.9
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level2 (Verified on 12/05/2014)

Sample Information

Sample Taken Date06/10/2016 Sample Unique Key19
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 testing07/24/2016
Sample typePreliminary A brief description of the samplefoundation soil
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 identification16soil-0267 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Numberc739586
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 collectednorth abutment 25 to 26 ft deep
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2016-06-10-19
DIME Test ID: 2016-06-10-19-1
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: 2016-07-06

Test Results


What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 07/06/2016
Total mass of coarse aggregate: 441.7 grams
Individual mass retained on the 3 in. sieve: 0 grams
Individual mass retained on the 2 1/2 in. sieve: 0 grams
Individual mass retained on the 2 in. sieve: 0 grams
Individual mass retained on the 1 1/2 in. sieve: 0 grams
Individual mass retained on the 1 in. sieve: 0 grams
Individual mass retained on the 3/4 in. sieve: 0 grams
Individual mass retained on the 1/2 in. sieve: 0 grams
Individual mass retained on the 3/8 in. sieve: 2.7 grams
Individual mass retained on the #4 sieve: 12.1 grams
Individual mass retained on the pan (coarse aggregate): 425.4 grams
Total mass of fine aggregate: 317.3 grams
Individual mass retained on the #8 sieve: 1 grams
Individual mass retained on the #16 sieve: 0 grams
Individual mass retained on the #30 sieve: 0 grams
Individual mass retained on the #50 sieve: 0 grams
Individual mass retained on the #100 sieve: 0 grams
Individual mass retained on the #200 sieve: 0 grams
Individual mass retained on the pan (fine aggregate): 315.9 grams
Total mass of coarse aggregate: 14.8 grams
Total mass of fine aggregate: 316.9 grams
Percentage of coarse material: 3.4 %
Percentage of fine material: 96.6 %
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
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:100 %
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:99.4 %
Cumulative percent passing the #4 sieve:96.6 %
Cumulative percent passing the #8 sieve:96.3 %
Cumulative percent passing the #16 sieve:96.3 %
Cumulative percent passing the #30 sieve:96.3 %
Cumulative percent passing the #50 sieve:96.3 %
Cumulative percent passing the #100 sieve:96.3 %
Cumulative percent passing the #200 sieve:96.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/6/2016