Summary for Test 2017-07-01-3-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212571
DEA: 051F79A4
EFIS: 0514000061
DIST-CO-RTE-PM05-SB-101-55.9/R56.2
Award Date09/13/2022
Closeout DateNot set
Work DescriptionNojoqui Creek Bridge (51-0018 L/R) widening and rail replacement.
Location DescriptionIN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date07/01/2017 Sample Unique Key3
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 testing07/13/2017
Sample typeQuality Control A brief description of the sampleFoundation
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byVahid Last name of sampler or witnessed byKhala O Khotan
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0220 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC002124
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-17-003
Where the material sample would have been placed if not sampled6 to 20

Test Details

DIME Sample ID: 2017-07-01-3
DIME Test ID: 2017-07-01-3-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-07-27

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 07/27/2017
Total mass of material in the sample: 4139 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: 6 grams
Cumulative mass retained on the 3/8 in. sieve: 25 grams
Cumulative mass retained on the #4 sieve: 287 grams
Cumulative mass retained on the #8 sieve: 101 grams
Total sample mass passing the #4 sieve: 704 grams
Total mass of fine material in the sample: 351 grams
Cumulative mass retained on the pan: 248 grams
Total cumulative mass of coarse aggregate: 318 grams
Total cumulative mass of fine aggregate: 349 grams
Sum of coarse and fine aggregate: 1022 grams
Percentage of coarse material: 31 %
Percentage of fine material: 69 %
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: 99 %
Cumulative percent passing the 3/8 in. sieve: 97 %
Cumulative percent passing the #4 sieve: 69 %
Cumulative percent passing the #8 sieve: 49 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/27/2017