Summary for Test 2018-07-10-10-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 213521
DEA: 050L7234
EFIS: 0515000099
DIST-CO-RTE-PM05-SLO-58-3.08
Award Date06/25/2020
Closeout Date08/23/2023
Work DescriptionTROUT CREEK BRIDGE REPLACEMENT
Location DescriptionIN SAN LUIS OBISPO COUNTY ON HWY 58 EAST OF SANTA MARGARITA AT TROUT CREEK BRIDGE (BR NO. 49-0091).
QA Service Level1 (Verified on 09/30/2019)

Sample Information

Sample Taken Date07/10/2018 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 testing07/30/2018
Sample typeQuality Control A brief description of the sampleFoundation report
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byDouglas Last name of sampler or witnessed byCook
Title of samplerEngineering Geologist Telephone number of samplerUnknown
Laboratory sample identification18-0108 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC05-0L723B
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-18-002
Where the material sample would have been placed if not sampled10 to 12 ft

Test Details

DIME Sample ID: 2018-07-10-10
DIME Test ID: 2018-07-10-10-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2018-08-01

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 08/01/2018
Total mass of material in the sample: 607 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: 21 grams
Cumulative mass retained on the 3/8 in. sieve: 22 grams
Cumulative mass retained on the #4 sieve: 62 grams
Cumulative mass retained on the #8 sieve: 56 grams
Total sample mass passing the #4 sieve: 502 grams
Total mass of fine material in the sample: 502 grams
Cumulative mass retained on the pan: 446 grams
Total cumulative mass of coarse aggregate: 105 grams
Total cumulative mass of fine aggregate: 502 grams
Sum of coarse and fine aggregate: 607
Percentage of coarse material: 17 %
Percentage of fine material: 83 %
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: 97 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 83 %
Cumulative percent passing the #8 sieve: 74 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/1/2018