Summary for Test 2017-10-07-10-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.1/13.5
Award Date12/15/2020
Closeout DateNot set
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date10/07/2017 Sample Unique Key10
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 testing11/15/2017
Sample typeQuality Control A brief description of the sampleAlameda Creek Bridge
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 byNile
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0340 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC232426
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 collectedR-17-008
Where the material sample would have been placed if not sampled0 to 2 ft

Test Details

DIME Sample ID: 2017-10-07-10
DIME Test ID: 2017-10-07-10-1
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: 2188 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: 0 grams
Cumulative mass retained on the #4 sieve: 3 grams
Cumulative mass retained on the #8 sieve: 4 grams
Total sample mass passing the #4 sieve: 552 grams
Total mass of fine material in the sample: 552 grams
Cumulative mass retained on the pan: 548 grams
Total cumulative mass of coarse aggregate: 3 grams
Total cumulative mass of fine aggregate: 552 grams
Sum of coarse and fine aggregate: 555
Percentage of coarse material: 1 %
Percentage of fine material: 99 %
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: 99 %
Cumulative percent passing the #8 sieve: 98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/22/2017