Summary for Test 2017-10-17-6-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212423
DEA: 010H2104
EFIS: 0117000130
DIST-CO-RTE-PM01-MEN,LAK/MEN,LAK,MEN-175-5.9,5.0/9.0, 0.5/3.0, 5.0/9.0 , 0.5/6.5, 5.0/9.0
Award Date04/10/2017
Closeout Date04/15/2021
Work DescriptionStorm repairs near Hopland & slide and slipout repair
Location DescriptionIn Mendocino County near Hopland from 1 mile east of Buckman Dr.-Rd. 105B to 0.3 mile east of motorcycle park entrance
QA Service Level1 (Verified on 05/31/2017)

Sample Information

Sample Taken Date10/17/2017 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 testing10/25/2017
Sample typeQuality Control A brief description of the sampleSheet pile
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byJohn Last name of sampler or witnessed byMoore
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0314 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC633982
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-17-103
Where the material sample would have been placed if not sampled15 to 20 ft

Test Details

DIME Sample ID: 2017-10-17-6
DIME Test ID: 2017-10-17-6-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-10-25

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 10/25/2017
Total mass of material in the sample: 10952 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: 111 grams
Cumulative mass retained on the 3/8 in. sieve: 116 grams
Cumulative mass retained on the #4 sieve: 433 grams
Cumulative mass retained on the #8 sieve: 202 grams
Total sample mass passing the #4 sieve: 1974 grams
Total mass of fine material in the sample: 986 grams
Cumulative mass retained on the pan: 778 grams
Total cumulative mass of coarse aggregate: 660 grams
Total cumulative mass of fine aggregate: 980 grams
Sum of coarse and fine aggregate: 2634
Percentage of coarse material: 25 %
Percentage of fine material: 75 %
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 91 %
Cumulative percent passing the #4 sieve: 75 %
Cumulative percent passing the #8 sieve: 60 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/25/2017