Summary for Test 2017-11-01-25-1

Test performed: AGGLP SIEVE_ANALYSIS-1

Project Information

Project IdentifiersProject ID: 212861
DEA: 101H2801
EFIS: 1017000190
DIST-CO-RTE-PM10-MER-5-15.12
Award DateNot set
Closeout DateNot set
Work DescriptionBridge deck overlay with polyester concrete, replace approach slabs & joint seals in Stanislaus County on state route 5 from Fink Road UC to Khalsa Road UC.
Location DescriptionStanislaus and Merced Counties.
QA Service Level1 (Verified on 03/23/2020)

Sample Information

Sample Taken Date11/01/2017 Sample Unique Key25
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 testing11/02/2017
Sample typeQuality Control A brief description of the sampleEtcheverry Rd Br. 39-0159L
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed bySteve Last name of sampler or witnessed byWake
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification17SOIL-0328 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC703197A
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-17-001
Where the material sample would have been placed if not sampled0 to 1 ft

Test Details

DIME Sample ID: 2017-11-01-25
DIME Test ID: 2017-11-01-25-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-16

Test Results


Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/16/2017
Total mass of material in the sample: 5349 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: 26 grams
Cumulative mass retained on the 1/2 in. sieve: 43 grams
Cumulative mass retained on the 3/8 in. sieve: 28 grams
Cumulative mass retained on the #4 sieve: 66 grams
Cumulative mass retained on the #8 sieve: 20 grams
Total sample mass passing the #4 sieve: 5183 grams
Total mass of fine material in the sample: 1275 grams
Mass retained on the pan (fine aggregate): 1254 grams
Total cumulative mass of coarse aggregate: 163 grams
Total cumulative mass of fine aggregate: 1274 grams
Sum of coarse and fine aggregate: 5346
Percentage of coarse material: 3 %
Percentage of fine material: 97 %
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:99 %
Cumulative percent passing the 3/8 in. sieve:98 %
Cumulative percent passing the #4 sieve:97 %
Cumulative percent passing the #8 sieve:95 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2017