Summary for Test 2017-05-10-6-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212485
DEA: 11420104
EFIS: 1115000047
DIST-CO-RTE-PM11-SD-5-25.9-26.8
Award Date04/12/2019
Closeout Date08/03/2021
Work DescriptionGILMAN DR. AUX. LANE (NB I-5)
Location DescriptionIN SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 5/52 SEPARATION TO GILMAN DRIVE UNDERCROSSING
QA Service Level1 (Verified on 06/14/2019)

Sample Information

Sample Taken Date05/10/2017 Sample Unique Key6
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 testing05/31/2017
Sample typeQuality Control A brief description of the sampleWB 52/NB 5 AUX LANE
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byJeff Last name of sampler or witnessed byTesar
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0151 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC170516
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 collectedA-17-004
Where the material sample would have been placed if not sampled5 TO 20 FT

Test Details

DIME Sample ID: 2017-05-10-6
DIME Test ID: 2017-05-10-6-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-06-12

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 06/05/2017
Total mass of material in the sample: 9775 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: 15 grams
Cumulative mass retained on the 1/2 in. sieve: 8 grams
Cumulative mass retained on the 3/8 in. sieve: 10 grams
Cumulative mass retained on the #4 sieve: 20 grams
Cumulative mass retained on the #8 sieve: 9 grams
Total sample mass passing the #4 sieve: 1021 grams
Total mass of fine material in the sample: 511 grams
Cumulative mass retained on the pan: 501 grams
Total cumulative mass of coarse aggregate: 53 grams
Total cumulative mass of fine aggregate: 510 grams
Sum of coarse and fine aggregate: 1074 grams
Percentage of coarse material: 5 %
Percentage of fine material: 95 %
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 98 %
Cumulative percent passing the 3/8 in. sieve: 97 %
Cumulative percent passing the #4 sieve: 95 %
Cumulative percent passing the #8 sieve: 93 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2017