Summary for Test 2016-12-03-8-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212245
DEA: 024F8604
EFIS: 0213000043
DIST-CO-RTE-PM02-TRI-36-26.7/27.1
Award Date11/02/2018
Closeout Date05/23/2022
Work DescriptionROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location DescriptionTRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
QA Service Level1 (Verified on 03/21/2017)

Sample Information

Sample Taken Date12/03/2016 Sample Unique Key8
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 testing02/27/2017
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 byJOE Last name of sampler or witnessed byKAUMP
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0034 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC739516
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-16-003
Where the material sample would have been placed if not sampled29 TO 32 FT

Test Details

DIME Sample ID: 2016-12-03-8
DIME Test ID: 2016-12-03-8-1
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: 1516 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: 27 grams
Cumulative mass retained on the 1/2 in. sieve: 15 grams
Cumulative mass retained on the 3/8 in. sieve: 3 grams
Cumulative mass retained on the #4 sieve: 29 grams
Cumulative mass retained on the #8 sieve: 25 grams
Total sample mass passing the #4 sieve: 711 grams
Total mass of fine material in the sample: 356 grams
Cumulative mass retained on the pan: 331 grams
Total cumulative mass of coarse aggregate: 74 grams
Total cumulative mass of fine aggregate: 356 grams
Sum of coarse and fine aggregate: 785 grams
Percentage of coarse material: 9 %
Percentage of fine material: 91 %
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 95 %
Cumulative percent passing the 3/8 in. sieve: 94 %
Cumulative percent passing the #4 sieve: 91 %
Cumulative percent passing the #8 sieve: 85 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/27/2017