Test 2021-07-27-26-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 212245
DEA: 024F8604
EFIS: 0213000043
DIST-CO-RTE-PM02-TRI-36-26.7/27.1
Work DescriptionROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location DescriptionTRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Sample Information
Sample Taken Date7/27/2021 Sample Unique Key26
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 testing7/27/2021
Sample typeAcceptance A brief description of the sampleStream bed RSP
The quantity of what the sample constitutesRSP From where was the sample collectedManufacturer
First name of sampler or witnessed byC. Last name of sampler or witnessed byRay
Title of samplerTET Laboratory sample identificationD78913
The fabricator/manufacturer/facility nameSteelhead Construction Junction City Quarry Transportation Laboratory (TL) Number036778
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)Junction City Quarry
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 collectedJunction City Quarry
Where the material sample would have been placed if not sampled02 TRI 36 PM27 5 Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-07-27-26
DIME Test ID: 2021-07-27-26-1
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: 2021-08-09
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: 07/28/2021
Total mass of coarse aggregate: 51440 grams
Individual mass retained on the 3 in. sieve: 34160 grams
Individual mass retained on the 2 1/2 in. sieve: 0 grams
Individual mass retained on the 2 in. sieve: 15474 grams
Individual mass retained on the 1 1/2 in. sieve: 0 grams
Individual mass retained on the 1 in. sieve: 0 grams
Individual mass retained on the 3/4 in. sieve: 0 grams
Individual mass retained on the 1/2 in. sieve: 0 grams
Individual mass retained on the 3/8 in. sieve: 0 grams
Individual mass retained on the #4 sieve: 0 grams
Individual mass retained on the pan (coarse aggregate): 1806 grams
Total mass of fine aggregate: 1806 grams
Individual mass retained on the #8 sieve: 0 grams
Individual mass retained on the #16 sieve: 0 grams
Individual mass retained on the #30 sieve: 0 grams
Individual mass retained on the #50 sieve: 0 grams
Individual mass retained on the #100 sieve: 0 grams
Individual mass retained on the #200 sieve: 0 grams
Individual mass retained on the pan (fine aggregate): 1806 grams
Total mass of coarse aggregate: 49634 grams
Total mass of fine aggregate: 1806 grams
Percentage of coarse material: 96 %
Percentage of fine material: 4 %
Cumulative percent passing the 3 in. sieve:34 %
Cumulative percent passing the 2 1/2 in. sieve:34 %
Cumulative percent passing the 2 in. sieve:4 %
Cumulative percent passing the 1 1/2 in. sieve:4 %
Cumulative percent passing the 1 in. sieve:4 %
Cumulative percent passing the 3/4 in. sieve:4 %
Cumulative percent passing the 1/2 in. sieve:3.5 %
Cumulative percent passing the 3/8 in. sieve:4 %
Cumulative percent passing the #4 sieve:4 %
Cumulative percent passing the #8 sieve:4 %
Cumulative percent passing the #16 sieve:4 %
Cumulative percent passing the #30 sieve:4 %
Cumulative percent passing the #50 sieve:4 %
Cumulative percent passing the #100 sieve:4 %
Cumulative percent passing the #200 sieve:4 %
General comments (publicly viewable) (Max 1000 characters): P5 = 100.%, P4 = 72%, P3 = 34%, P2 = 4%

Test was verified on 08/09/2021