Test 2017-10-03-6-1 (AGGLP SIEVE_ANALYSIS-1) Summary

Project Information
Project IdentifiersProject ID: 212824
DEA: 051C3704
EFIS: 0512000135
DIST-CO-RTE-PM05-SLO-101-16.4
Work DescriptionPISMO CREEK SCOUR REPAIR PROJECT (BR 49-0015K)
Location DescriptionIN SAN LUIS OBISPO COUNTY IN PISMO AT PISMO CREEK BRIDGE
Sample Information
Sample Taken Date10/3/2017 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 testing10/23/2017
Sample typeQuality Control A brief description of the samplePismo Creek Bridge 49-0015R
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byJoe Last name of sampler or witnessed byPratt
Title of samplerUnknown Laboratory sample identification17SOIL-0303
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC747980A
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-17-003
Where the material sample would have been placed if not sampled5 to 7 ft
Test Details
DIME Sample ID: 2017-10-03-6
DIME Test ID: 2017-10-03-6-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-13
Test Results

Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/13/2017
Total mass of material in the sample: 551 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: 1 grams
Cumulative mass retained on the #8 sieve: 1 grams
Total sample mass passing the #4 sieve: 481 grams
Total mass of fine material in the sample: 418 grams
Mass retained on the pan (fine aggregate): 417 grams
Total cumulative mass of coarse aggregate: 1 grams
Total cumulative mass of fine aggregate: 418 grams
Sum of coarse and fine aggregate: 482
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 11/13/2017