Test 2021-04-04-4-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Sample Information
Sample Taken Date4/4/2021 Sample Unique Key4
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 testing4/12/2021
Sample typeAcceptance A brief description of the sample3/4-inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutesUndefined From where was the sample collectedJob Site
First name of sampler or witnessed byDanny Last name of sampler or witnessed byHanson
Title of sampler Laboratory sample identificationD78773
The fabricator/manufacturer/facility nameMeyers - Anderson Grade Transportation Laboratory (TL) Number897283
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Undefined
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedRoadway
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-04-04-4
DIME Test ID: 2021-04-04-4-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-06-07
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Measured
Tester's full name: K. Rios Dorado and D. Hickey
Date of test: 04/14/2021
Total mass of coarse aggregate: 8979.1 grams
Individual mass retained on the 3 in. sieve: 0 grams
Individual mass retained on the 2 1/2 in. sieve: 0 grams
Individual mass retained on the 2 in. sieve: 0 grams
Individual mass retained on the 1 1/2 in. sieve: 0 grams
Individual mass retained on the 1 in. sieve: 25 grams
Individual mass retained on the 3/4 in. sieve: 423 grams
Individual mass retained on the 1/2 in. sieve: 2004 grams
Individual mass retained on the 3/8 in. sieve: 1051 grams
Individual mass retained on the #4 sieve: 1788 grams
Individual mass retained on the pan (coarse aggregate): 3688.1 grams
Total mass of fine aggregate: 493 grams
Individual mass retained on the #8 sieve: 154.6 grams
Individual mass retained on the #16 sieve: 93.2 grams
Individual mass retained on the #30 sieve: 63.9 grams
Individual mass retained on the #50 sieve: 44.4 grams
Individual mass retained on the #100 sieve: 33.4 grams
Individual mass retained on the #200 sieve: 22.2 grams
Individual mass retained on the pan (fine aggregate): 81.3 grams
Total mass of coarse aggregate: 5291 grams
Total mass of fine aggregate: 493 grams
Percentage of coarse material: 59 %
Percentage of fine material: 41 %
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve: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:95 %
Cumulative percent passing the 1/2 in. sieve:72.7 %
Cumulative percent passing the 3/8 in. sieve:61 %
Cumulative percent passing the #4 sieve:41 %
Cumulative percent passing the #8 sieve:28 %
Cumulative percent passing the #16 sieve:20 %
Cumulative percent passing the #30 sieve:15 %
Cumulative percent passing the #50 sieve:11 %
Cumulative percent passing the #100 sieve:9 %
Cumulative percent passing the #200 sieve:6.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/07/2021