Summary for Test 2017-02-14-7-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212300
DEA: 044G3804
EFIS: 0412000463
DIST-CO-RTE-PM04-SON-116-30.9/31.4
Award Date03/15/2019
Closeout Date02/16/2024
Work DescriptionConstruct Bridge, Retaining Walls, Traffic Signal
Location DescriptionSONOMA COUNTY NEAR COTATI FROM 0.3 MILE EAST OF HESSEL ROAD TO 0.1 MILE EAST OF BARTLESON ROAD
QA Service Level1 (Verified on 08/19/2019)

Sample Information

Sample Taken Date02/14/2017 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing03/27/2017 Sample typeQuality Control
A brief description of the sampleBRIDGE The quantity of what the sample constitutes1 BAG
From where was the sample collectedJob Site First name of sampler or witnessed byMENG HSI
Last name of sampler or witnessed byHUNG Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identification17SOIL-0060
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameNA
Transportation Laboratory (TL) NumberC232356 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-17-005
Where the material sample would have been placed if not sampled7 TO 10 FT

Test Details

DIME Sample ID: 2017-02-14-7
DIME Test ID: 2017-02-14-7-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-04-10

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 04/03/2017
Total mass of material in the sample: 3464.0 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: 7.0 grams
Cumulative mass retained on the #4 sieve: 16.0 grams
Cumulative mass retained on the #8 sieve: 8.0 grams
Total sample mass passing the #4 sieve: 945 grams
Total mass of fine material in the sample: 470 grams
Cumulative mass retained on the pan: 463.0 grams
Total cumulative mass of coarse aggregate: 23 grams
Total cumulative mass of fine aggregate: 471 grams
Sum of coarse and fine aggregate: 968 grams
Percentage of coarse material: 2 %
Percentage of fine material: 98 %
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: 98 %
Cumulative percent passing the #8 sieve: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2017 ✔