Summary for Test 2017-07-01-2-1

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 Date07/02/2026
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 Key2
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-0219
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameNA
Transportation Laboratory (TL) NumberC002123 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-17-002
Where the material sample would have been placed if not sampled10 to 15 ft

Test Details

DIME Sample ID: 2017-07-01-2
DIME Test ID: 2017-07-01-2-1
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: 3222.0 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: 160.0 grams
Cumulative mass retained on the #8 sieve: 61.0 grams
Total sample mass passing the #4 sieve: 1608 grams
Total mass of fine material in the sample: 469 grams
Cumulative mass retained on the pan: 407.0 grams
Total cumulative mass of coarse aggregate: 167 grams
Total cumulative mass of fine aggregate: 468 grams
Sum of coarse and fine aggregate: 1775 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: 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: 91 %
Cumulative percent passing the #8 sieve: 79 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/27/2017 ✔