Summary for Test 2017-06-30-13-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212720
DEA: 07291404
EFIS: 0712000094
DIST-CO-RTE-PM07-LA-1-55-58
Award Date02/18/2021
Closeout DateNot set
Work DescriptionTRANCAS CREEK BRIDGE REPLACEMENT
Location DescriptionIN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
QA Service Level1 (Verified on 04/02/2021)

Sample Information

Sample Taken Date06/30/2017 Sample Unique Key13
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 testing09/15/2017
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 byJames Last name of sampler or witnessed byLee
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0266 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC701909A
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 collectedR-17-102
Where the material sample would have been placed if not sampled40 to 50 ft

Test Details

DIME Sample ID: 2017-06-30-13
DIME Test ID: 2017-06-30-13-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-09-18

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 09/18/2017
Total mass of material in the sample: 851 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: 37 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 23 grams
Cumulative mass retained on the 3/8 in. sieve: 19 grams
Cumulative mass retained on the #4 sieve: 108 grams
Cumulative mass retained on the #8 sieve: 75 grams
Total sample mass passing the #4 sieve: 663 grams
Total mass of fine material in the sample: 499 grams
Mass retained on the pan (fine aggregate): 423 grams
Total cumulative mass of coarse aggregate: 187 grams
Total cumulative mass of fine aggregate: 498 grams
Sum of coarse and fine aggregate: 850 grams
Percentage of coarse material: 22 %
Percentage of fine material: 78 %
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:96 %
Cumulative percent passing the 3/4 in. sieve:96 %
Cumulative percent passing the 1/2 in. sieve:93 %
Cumulative percent passing the 3/8 in. sieve:91 %
Cumulative percent passing the #4 sieve:78 %
Cumulative percent passing the #8 sieve:66 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/18/2017