Summary for Test 2017-10-03-11-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212824
DEA: 051C3704
EFIS: 0512000135
DIST-CO-RTE-PM05-SLO-101-16.4
Award Date11/20/2018
Closeout Date08/23/2021
Work DescriptionPISMO CREEK SCOUR REPAIR PROJECT (BR 49-0015K)
Location DescriptionIN SAN LUIS OBISPO COUNTY IN PISMO AT PISMO CREEK BRIDGE
QA Service Level1 (Verified on 01/29/2019)

Sample Information

Sample Taken Date10/03/2017 Sample Unique Key11
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 testing10/23/2017
Sample typeQuality Control A brief description of the samplePismo Creek Bridge 49-0015R
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byJoe Last name of sampler or witnessed byPratt
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0308 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC747980F
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 sampled65 to 67 ft

Test Details

DIME Sample ID: 2017-10-03-11
DIME Test ID: 2017-10-03-11-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-14

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/14/2017
Total mass of material in the sample: 680 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: 0 grams
Cumulative mass retained on the #8 sieve: 1 grams
Total sample mass passing the #4 sieve: 680 grams
Total mass of fine material in the sample: 512 grams
Cumulative mass retained on the pan: 511 grams
Total cumulative mass of coarse aggregate: 0 grams
Total cumulative mass of fine aggregate: 512 grams
Sum of coarse and fine aggregate: 680
Percentage of coarse material: 0 %
Percentage of fine material: 100 %
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: 100 %
Cumulative percent passing the #8 sieve: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/14/2017