Test 2017-09-19-19-1 (AGGLP SIEVE_ANALYSIS-1) Summary

Project Information
Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.33
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
Sample Information
Sample Taken Date9/19/2017 Sample Unique Key19
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 testing11/15/2017
Sample typeQuality Control A brief description of the sampleAlameda Creek Bridge
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byNot available Last name of sampler or witnessed byDodson
Title of samplerUnknown Laboratory sample identification17SOIL-0339
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC704875
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-17-006
Where the material sample would have been placed if not sampled0 to 1 ft
Test Details
DIME Sample ID: 2017-09-19-19
DIME Test ID: 2017-09-19-19-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-22
Test Results

Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/22/2017
Total mass of material in the sample: 1748 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: 9 grams
Cumulative mass retained on the #4 sieve: 15 grams
Cumulative mass retained on the #8 sieve: 16 grams
Total sample mass passing the #4 sieve: 1724 grams
Total mass of fine material in the sample: 1724 grams
Mass retained on the pan (fine aggregate): 1708 grams
Total cumulative mass of coarse aggregate: 24 grams
Total cumulative mass of fine aggregate: 1724 grams
Sum of coarse and fine aggregate: 1748
Percentage of coarse material: 1 %
Percentage of fine material: 99 %
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:99 %
Cumulative percent passing the #4 sieve:99 %
Cumulative percent passing the #8 sieve:98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/22/2017