Test 2020-07-23-31-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213569
DEA: 024F2104
EFIS: 0212000072
DIST-CO-RTE-PM02-MOD-299-0.5/1.0
Work DescriptionButte and Ash Creek Bridge Replacement
Location DescriptionConstruction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin
Sample Information
Sample Taken Date7/23/2020 Sample Unique Key31
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 testing7/27/2020
Sample typeAcceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutesnot identified From where was the sample collectedSource
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identificationD78535
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving, Alturas, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormT101 C 853441 Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-25-0029
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 collectedStockpile @ Plant
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: 2020-07-23-31
DIME Test ID: 2020-07-23-31-1
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: 2020-08-18
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 07/30/2020
Total mass of coarse material in the sample: 6453 grams
Cumulative mass retained on the 3 in. sieve: 0 grams
Cumulative mass retained on the 2 1/2 in. sieve: 0 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: 101 grams
Cumulative mass retained on the 1/2 in. sieve: 2913 grams
Cumulative mass retained on the 3/8 in. sieve: 4801 grams
Cumulative mass retained on the #4 sieve: 6453 grams
Cumulative mass retained on the pan (coarse grain): 6453 grams
Total mass of fine material in the sample: 5453 grams
Cumulative mass retained on the #8 sieve: 141.5 grams
Cumulative mass retained on the #16 sieve: 255.2 grams
Cumulative mass retained on the #30 sieve: 327.2 grams
Cumulative mass retained on the #50 sieve: 373.2 grams
Cumulative mass retained on the #100 sieve: 405.4 grams
Cumulative mass retained on the #200 sieve: 425.4 grams
Cumulative mass retained on the pan (fine grain): 498.3 grams
Mass of all coarse aggregate: 6453 grams
Mass of all fine aggregate: 5453 grams
Percentage of coarse material: 54 %
Percentage of fine material: 46 %
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:99 %
Cumulative percent passing the 1/2 in. sieve:76 %
Cumulative percent passing the 3/8 in. sieve:60 %
Cumulative percent passing the #4 sieve:46 %
Cumulative percent passing the #8 sieve:33 %
Cumulative percent passing the #16 sieve:22 %
Cumulative percent passing the #30 sieve:16 %
Cumulative percent passing the #50 sieve:12 %
Cumulative percent passing the #100 sieve:9 %
Cumulative percent passing the #200 sieve:7 %
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Test was verified on 08/18/2020