Test 2016-03-22-6-1 (AGGLP SIEVE_ANALYSIS-1) Summary

Project Information
Project IdentifiersProject ID: 212771
DEA: 050N7004
EFIS: 0500000225
DIST-CO-RTE-PM05-SB-101-2-12.3
Work Description(Alternative Delivery) South Coast 101 HOV Lanes
Location DescriptionOn route 101m from 0.2 Miles South of Bailard Avenue in the City of Carpinteria to Sycamore Creek in the City of Santa Barbara (Construct HOV Lanes)
Sample Information
Sample Taken Date3/22/2016 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 testing9/28/2017
Sample typeQuality Control A brief description of the sampleFoundation report
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 byKarpowicz
Title of samplerUnknown Laboratory sample identification17SOIL-0279
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC704874A
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-16-041
Where the material sample would have been placed if not sampled25 ft
Test Details
DIME Sample ID: 2016-03-22-6
DIME Test ID: 2016-03-22-6-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-10-03
Test Results

Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 10/03/2017
Total mass of material in the sample: 814 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: 2 grams
Cumulative mass retained on the #4 sieve: 11 grams
Cumulative mass retained on the #8 sieve: 2 grams
Total sample mass passing the #4 sieve: 800 grams
Total mass of fine material in the sample: 699 grams
Mass retained on the pan (fine aggregate): 509 grams
Total cumulative mass of coarse aggregate: 13 grams
Total cumulative mass of fine aggregate: 511 grams
Sum of coarse and fine aggregate: 813 grams
Percentage of coarse material: 2 %
Percentage of fine material: 98 %
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:98 %
Cumulative percent passing the #8 sieve:98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/03/2017