Summary for Test 2017-06-29-24-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212657
DEA: 024G5004
EFIS: 0214000031
DIST-CO-RTE-PM02-TRI-299-1.9-2.3
Award Date10/01/2019
Closeout Date11/24/2021
Work DescriptionVIADUCT WIDENING
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.1 MILE EAST TO 0.6 MILE EAST OF WHITE HOUSE GULCH ROAD
QA Service Level1 (Verified on 09/04/2018)

Sample Information

Sample Taken Date06/29/2017 Sample Unique Key24
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 testing08/25/2017
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 Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0259 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC874997
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-17-006
Where the material sample would have been placed if not sampled12 ft

Test Details

DIME Sample ID: 2017-06-29-24
DIME Test ID: 2017-06-29-24-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-09-08

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 09/08/2017
Total mass of material in the sample: 713 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: 1 grams
Cumulative mass retained on the #4 sieve: 48 grams
Cumulative mass retained on the #8 sieve: 24 grams
Total sample mass passing the #4 sieve: 663 grams
Total mass of fine material in the sample: 496 grams
Mass retained on the pan (fine aggregate): 471 grams
Total cumulative mass of coarse aggregate: 49 grams
Total cumulative mass of fine aggregate: 495 grams
Sum of coarse and fine aggregate: 712 grams
Percentage of coarse material: 7 %
Percentage of fine material: 93 %
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:93 %
Cumulative percent passing the #8 sieve:89 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/8/2017