Test 2017-07-17-8-1 (AGGLP SIEVE_ANALYSIS-1) Summary

Project Information
Project IdentifiersProject ID: 212657
DEA: 024G5004
EFIS: 0214000031
DIST-CO-RTE-PM02-TRI-299-1.9-2.3
Work DescriptionVIADUCT WIDENING
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.1 MILE EAST TO 0.6 MILE EAST OF WHITE HOUSE GULCH ROAD
Sample Information
Sample Taken Date7/17/2017 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 testing8/25/2017
Sample typeQuality Control A brief description of the sampleSoil
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byAsef Last name of sampler or witnessed byWardak
Title of samplerUnknown Laboratory sample identification17SOIL-0253
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC874991
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 collectedRC-17-002
Where the material sample would have been placed if not sampled4 to 6 ft
Test Details
DIME Sample ID: 2017-07-17-8
DIME Test ID: 2017-07-17-8-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-08-30
Test Results

Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 08/30/2017
Total mass of material in the sample: 272 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: 29 grams
Cumulative mass retained on the 1/2 in. sieve: 28 grams
Cumulative mass retained on the 3/8 in. sieve: 4 grams
Cumulative mass retained on the #4 sieve: 18 grams
Cumulative mass retained on the #8 sieve: 13 grams
Total sample mass passing the #4 sieve: 194 grams
Total mass of fine material in the sample: 194 grams
Mass retained on the pan (fine aggregate): 181 grams
Total cumulative mass of coarse aggregate: 79 grams
Total cumulative mass of fine aggregate: 194 grams
Sum of coarse and fine aggregate: 273 grams
Percentage of coarse material: 29 %
Percentage of fine material: 71 %
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:89 %
Cumulative percent passing the 1/2 in. sieve:79 %
Cumulative percent passing the 3/8 in. sieve:78 %
Cumulative percent passing the #4 sieve:71 %
Cumulative percent passing the #8 sieve:66 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/30/2017