Summary for Test 2017-08-22-15-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212895
DEA: 051C9600
EFIS: 0513000019
DIST-CO-RTE-PM05-MON-101-41.4
Award DateNot set
Closeout DateNot set
Work DescriptionSalinas River bridge seismic retrofit
Location DescriptionIn Monterey County near King City at the Salinas River Bridge 44-0032R/L
QA Service Level1 (Verified on 09/30/2019)

Sample Information

Sample Taken Date08/22/2017 Sample Unique Key15
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 testing11/14/2017
Sample typePreliminary A brief description of the sampleSalinas River Bridge 44-0032 R/L
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byHossain Last name of sampler or witnessed bySalimi
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0360 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC703199B
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-17-113
Where the material sample would have been placed if not sampled40 to 41 ft

Test Details

DIME Sample ID: 2017-08-22-15
DIME Test ID: 2017-08-22-15-1
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: Benjamin Lenz
Date of test: 11/22/2017
Total mass of material in the sample: 568 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: 12 grams
Cumulative mass retained on the #4 sieve: 20 grams
Cumulative mass retained on the #8 sieve: 15 grams
Total sample mass passing the #4 sieve: 536 grams
Total mass of fine material in the sample: 536 grams
Mass retained on the pan (fine aggregate): 521 grams
Total cumulative mass of coarse aggregate: 32 grams
Total cumulative mass of fine aggregate: 536 grams
Sum of coarse and fine aggregate: 568
Percentage of coarse material: 6 %
Percentage of fine material: 94 %
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:98 %
Cumulative percent passing the #4 sieve:94 %
Cumulative percent passing the #8 sieve:91 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/22/2017