Summary for Test 2021-06-08-19-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215245
DEA: 021J4504
EFIS: 0220000080
DIST-CO-RTE-PM02-SIS-89-14.0/19.0
Award Date12/08/2020
Closeout Date09/27/2021
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date06/08/2021 Sample Unique Key19
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 testing06/08/2021
Sample typeAcceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutesUp to 3000 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byCarmichael
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD78836 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number779373
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 sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampled02 SIS 89 Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-06-08-19
DIME Test ID: 2021-06-08-19-1
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: 2021-12-02

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: Terry McCormick
Date of test: 06/10/2021
Total mass of coarse aggregate: 13783.4 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: 524 grams
Individual mass retained on the 3/4 in. sieve: 1400 grams
Individual mass retained on the 1/2 in. sieve: 1975 grams
Individual mass retained on the 3/8 in. sieve: 1134 grams
Individual mass retained on the #4 sieve: 2227 grams
Individual mass retained on the pan (coarse aggregate): 6523.4 grams
Total mass of fine aggregate: 503 grams
Individual mass retained on the #8 sieve: 129.3 grams
Individual mass retained on the #16 sieve: 107.6 grams
Individual mass retained on the #30 sieve: 61.9 grams
Individual mass retained on the #50 sieve: 38.4 grams
Individual mass retained on the #100 sieve: 29.6 grams
Individual mass retained on the #200 sieve: 22.8 grams
Individual mass retained on the pan (fine aggregate): 113.4 grams
Total mass of coarse aggregate: 7260 grams
Total mass of fine aggregate: 503 grams
Percentage of coarse material: 53 %
Percentage of fine material: 47 %
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:96 %
Cumulative percent passing the 3/4 in. sieve:86 %
Cumulative percent passing the 1/2 in. sieve:71.7 %
Cumulative percent passing the 3/8 in. sieve:63 %
Cumulative percent passing the #4 sieve:47 %
Cumulative percent passing the #8 sieve:35 %
Cumulative percent passing the #16 sieve:25 %
Cumulative percent passing the #30 sieve:19 %
Cumulative percent passing the #50 sieve:15 %
Cumulative percent passing the #100 sieve:13 %
Cumulative percent passing the #200 sieve:10.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/2/2021