Summary for Test 2017-03-24-6-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 211560
DEA: 022H7404
EFIS: 0216000169
DIST-CO-RTE-PM02-TRI-299-23.3, 23.30
Award Date06/30/2016
Closeout Date01/02/2019
Work DescriptionSlide repair, catchment basin
Location DescriptionNot set
QA Service Level1 (Verified on 03/31/2017)

Sample Information

Sample Taken Date03/24/2017 Sample Unique Key6
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 testing04/10/2017
Sample typeQuality Control A brief description of the sampleFill Material
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byd Last name of sampler or witnessed byHickey
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17soil-0077 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCorral Bottom Transfer Station Transportation Laboratory (TL) Numberc897936
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 collectedsurface soil
Where the material sample would have been placed if not sampled0 to 1 ft

Test Details

DIME Sample ID: 2017-03-24-6
DIME Test ID: 2017-03-24-6-1
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: 2017-04-19

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: Measured
Tester's full name: Benjamin Lenz
Date of test: 04/12/2017
Total mass of material in the sample: 18856 grams
Individual mass retained on the 1 1/2 in. sieve: 414 grams
Individual mass retained on the 1 in. sieve: 1268 grams
Individual mass retained on the 3/4 in. sieve: 803 grams
Individual mass retained on the 1/2 in. sieve: 1234 grams
Individual mass retained on the 3/8 in. sieve: 875 grams
Individual mass retained on the #4 sieve: 2100 grams
Individual mass retained on the #8 sieve: 0 grams
Individual mass retained on the pan: 12162 grams
Cumulative percent passing the 1 1/2 in. sieve: 98 %
Cumulative percent passing the 1 in. sieve: 91 %
Cumulative percent passing the 3/4 in. sieve: 87 %
Cumulative percent passing the 1/2 in. sieve: 80 %
Cumulative percent passing the 3/8 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 64 %
Cumulative percent passing the #8 sieve: 64 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/12/2017