Test 2020-06-25-48-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date6/25/2020 Sample Unique Key48
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 testing6/25/2020
Sample typeAcceptance A brief description of the sample3/4" Shoulder Backing
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byD Last name of sampler or witnessed byHarper
Title of sampler Laboratory sample identificationD78495
The fabricator/manufacturer/facility nameJF Shea Fawndale Transportation Laboratory (TL) Number717974
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)91-45-0017
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 collectedFawndale 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: 2020-06-25-48
DIME Test ID: 2020-06-25-48-1
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: 2020-10-22
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: Terry McCormick
Date of test: 06/25/2020
Total mass of coarse material in the sample: 5819 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: 33 grams
Cumulative mass retained on the 1/2 in. sieve: 1852 grams
Cumulative mass retained on the 3/8 in. sieve: 3287 grams
Cumulative mass retained on the #4 sieve: 5819 grams
Cumulative mass retained on the pan (coarse grain): 5819 grams
Total mass of fine material in the sample: 3426.5 grams
Cumulative mass retained on the #8 sieve: 169.7 grams
Cumulative mass retained on the #16 sieve: 255.8 grams
Cumulative mass retained on the #30 sieve: 301.4 grams
Cumulative mass retained on the #50 sieve: 332 grams
Cumulative mass retained on the #100 sieve: 359.1 grams
Cumulative mass retained on the #200 sieve: 381.8 grams
Cumulative mass retained on the pan (fine grain): 495.1 grams
Mass of all coarse aggregate: 5819 grams
Mass of all fine aggregate: 3426.5 grams
Percentage of coarse material: 63 %
Percentage of fine material: 37 %
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:100 %
Cumulative percent passing the 1/2 in. sieve:80 %
Cumulative percent passing the 3/8 in. sieve:64 %
Cumulative percent passing the #4 sieve:37 %
Cumulative percent passing the #8 sieve:24 %
Cumulative percent passing the #16 sieve:18 %
Cumulative percent passing the #30 sieve:14 %
Cumulative percent passing the #50 sieve:12 %
Cumulative percent passing the #100 sieve:10 %
Cumulative percent passing the #200 sieve:8 %
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Test was verified on 10/22/2020