Summary for Test 2017-10-17-11-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212897
DEA: 042J5604
EFIS: 0414000529
DIST-CO-RTE-PM04-MRN-1-0.3
Award Date11/09/2018
Closeout Date12/17/2019
Work DescriptionREPAIR ROADWAY SLIP-OUT
Location DescriptionIN MARIN COUNTY NEAR MILL VALLEY ROAD AT 0.1 MILE EAST OF TENNESSEE VALLEY ROAD
QA Service Level1 (Verified on 06/04/2019)

Sample Information

Sample Taken Date10/17/2017 Sample Unique Key11
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 testing11/16/2017
Sample typeQuality Control A brief description of the sampleFoundation investigation
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byDavid Last name of sampler or witnessed byNerbitt
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0341 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC634985
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 collectedRW-17-001
Where the material sample would have been placed if not sampled20 to 25

Test Details

DIME Sample ID: 2017-10-17-11
DIME Test ID: 2017-10-17-11-1
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: 1299 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: 6 grams
Cumulative mass retained on the #4 sieve: 19 grams
Cumulative mass retained on the #8 sieve: 17 grams
Total sample mass passing the #4 sieve: 608 grams
Total mass of fine material in the sample: 608 grams
Cumulative mass retained on the pan: 591 grams
Total cumulative mass of coarse aggregate: 25 grams
Total cumulative mass of fine aggregate: 608 grams
Sum of coarse and fine aggregate: 633
Percentage of coarse material: 4 %
Percentage of fine material: 96 %
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: 96 %
Cumulative percent passing the #8 sieve: 93 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/22/2017