Test 2021-06-02-21-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 215127
DEA: 024G5304
EFIS: 0214000023
DIST-CO-RTE-PM02-LAS,SHA,TEH-5,32,36,44,299-VAR
Work DescriptionDITCH EXCAVATION, DEVELOP TEMP CREEK DIVERSION SYSTEM, AND PLACE RSP. DISTRICT WIDE SCOUR COUNTER-MEASURES.
Location DescriptionLASSEN, SHASTA, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date6/2/2021 Sample Unique Key21
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 testing6/3/2021
Sample typeAcceptance A brief description of the sample3/4" Coarse Aggregate
The quantity of what the sample constitutesUndeclared From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identificationD78825
The fabricator/manufacturer/facility nameJF Shea Construction - Aggregate Products - Redding, CA Transportation Laboratory (TL) Number853344
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)91-45-0019
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedBelt at J.F. Shea Aggregate Products
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-06-02-21
DIME Test ID: 2021-06-02-21-1
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: 2021-06-25
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: Karen Dorado
Date of test: 06/08/2021
Total mass of coarse aggregate: 11210.8 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: 0 grams
Individual mass retained on the 3/4 in. sieve: 68 grams
Individual mass retained on the 1/2 in. sieve: 930 grams
Individual mass retained on the 3/8 in. sieve: 2560 grams
Individual mass retained on the #4 sieve: 4017 grams
Individual mass retained on the pan (coarse aggregate): 3635.8 grams
Total mass of fine aggregate: 498.7 grams
Individual mass retained on the #8 sieve: 399.9 grams
Individual mass retained on the #16 sieve: 40.6 grams
Individual mass retained on the #30 sieve: 21.5 grams
Individual mass retained on the #50 sieve: 13.3 grams
Individual mass retained on the #100 sieve: 8 grams
Individual mass retained on the #200 sieve: 3.9 grams
Individual mass retained on the pan (fine aggregate): 11.5 grams
Total mass of coarse aggregate: 7575 grams
Total mass of fine aggregate: 499 grams
Percentage of coarse material: 68 %
Percentage of fine material: 32 %
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:91.1 %
Cumulative percent passing the 3/8 in. sieve:68 %
Cumulative percent passing the #4 sieve:32 %
Cumulative percent passing the #8 sieve:6 %
Cumulative percent passing the #16 sieve:4 %
Cumulative percent passing the #30 sieve:2 %
Cumulative percent passing the #50 sieve:2 %
Cumulative percent passing the #100 sieve:1 %
Cumulative percent passing the #200 sieve:0.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/25/2021