Summary for Test 2017-02-07-4-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212247
DEA: 010G8004
MINOR: 01A1727
DIST-CO-RTE-PM01-MEN-1-78.0/83.5, 77.0/83.5
Award Date01/11/2017
Closeout Date04/12/2021
Work DescriptionMajor Damage Restoration
Location DescriptionIn Mendocino County near West port from 0.3 mile south of Wages Creek Bridge #10-137 to Solider Point Viaduct #10-271
QA Service Level1 (Verified on 03/21/2017)

Sample Information

Sample Taken Date02/07/2017 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing02/23/2017 Sample typeQuality Control
A brief description of the sampleWALL DESIGN The quantity of what the sample constitutes1 BAG
From where was the sample collectedJob Site First name of sampler or witnessed byKATHY
Last name of sampler or witnessed byGALLAGHER Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identification17SOIL-0025
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameNA
Transportation Laboratory (TL) NumberC249367 Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot 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 sampled10 TO 11 FT

Test Details

DIME Sample ID: 2017-02-07-4
DIME Test ID: 2017-02-07-4-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-04-03

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/27/2017
Total mass of material in the sample: 587.0 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 0.0 grams
Cumulative mass retained on the #4 sieve: 1.0 grams
Cumulative mass retained on the #8 sieve: 1.0 grams
Total sample mass passing the #4 sieve: 587 grams
Total mass of fine material in the sample: 293 grams
Cumulative mass retained on the pan: 293.0 grams
Total cumulative mass of coarse aggregate: 1 grams
Total cumulative mass of fine aggregate: 294 grams
Sum of coarse and fine aggregate: 588 grams
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 3/27/2017 ✔