Test 2017-11-01-27-1 (AGGLP SIEVE_ANALYSIS-1) Summary

Project Information
Project IdentifiersProject ID: 212861
DEA: 101H2801
EFIS: 1017000190
DIST-CO-RTE-PM10-MER-5-15.12
Work DescriptionBridge deck overlay with polyester concrete, replace approach slabs & joint seals in Stanislaus County on state route 5 from Fink Road UC to Khalsa Road UC.
Location DescriptionStanislaus and Merced Counties.
Sample Information
Sample Taken Date11/1/2017 Sample Unique Key27
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 testing11/2/2017
Sample typeQuality Control A brief description of the sampleEtcheverry Rd Br. 39-0159L
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed bySteve Last name of sampler or witnessed byWake
Title of samplerUnknown Laboratory sample identification17SOIL-0330
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC703197C
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 collectedA-17-001
Where the material sample would have been placed if not sampled3 to 5 ft
Test Details
DIME Sample ID: 2017-11-01-27
DIME Test ID: 2017-11-01-27-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-16
Test Results

Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/16/2017
Total mass of material in the sample: 6501 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: 7 grams
Cumulative mass retained on the 3/8 in. sieve: 5 grams
Cumulative mass retained on the #4 sieve: 20 grams
Cumulative mass retained on the #8 sieve: 12 grams
Total sample mass passing the #4 sieve: 1675 grams
Total mass of fine material in the sample: 832 grams
Mass retained on the pan (fine aggregate): 819 grams
Total cumulative mass of coarse aggregate: 32 grams
Total cumulative mass of fine aggregate: 831 grams
Sum of coarse and fine aggregate: 1707
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:99 %
Cumulative percent passing the #4 sieve:98 %
Cumulative percent passing the #8 sieve:97 %
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Test was verified on 11/16/2017