Summary for Test 2017-05-01-8-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212156
DEA: 044K6404
EFIS: 0417000330
DIST-CO-RTE-PM04-SCL-35-9.5/10.5
Award Date02/18/2017
Closeout Date10/21/2019
Work DescriptionInstall traffic control and detour, minor slope and PA
Location DescriptionIn Santa Clara county, near Los Gatos, from Las Cumbres Road to 1.2 miles north of Los Cunmbres Road.
QA Service Level1 (Verified on 08/22/2018)

Sample Information

Sample Taken Date05/01/2017 Sample Unique Key8
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 testing05/31/2017
Sample typeQuality Control A brief description of the sampleFoundation
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byVahid Last name of sampler or witnessed byKhala O Khotan
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0153 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberNA
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 collectedR-17-003
Where the material sample would have been placed if not sampled2 to 20 ft

Test Details

DIME Sample ID: 2017-05-01-8
DIME Test ID: 2017-05-01-8-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-06-09

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 06/02/2017
Total mass of material in the sample: 4800 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: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 0 grams
Cumulative mass retained on the #4 sieve: 0 grams
Cumulative mass retained on the #8 sieve: 0 grams
Total sample mass passing the #4 sieve: 1213 grams
Total mass of fine material in the sample: 599 grams
Cumulative mass retained on the pan: 599 grams
Total cumulative mass of coarse aggregate: 0 grams
Total cumulative mass of fine aggregate: 599 grams
Sum of coarse and fine aggregate: 1213 grams
Percentage of coarse material: 0 %
Percentage of fine material: 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: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2017