Summary for Test 2024-09-25-98-6

Test performed: CTM 205-December 2010

Project Information

Project IdentifiersProject ID: 1000157
DEA: 024J9004
EFIS: 0223000085
DIST-CO-RTE-PM02-SIS-161-15.0/17.6
Award Date05/15/2024
Closeout Date03/24/2025
Work DescriptionCOLD CENTRAL PLANT RECYCLING WITH HMA OVERLAY.
Location DescriptionSISKIYOU COUNTY ABOUT 3.4 MILES WEST OF TULELAKE FROM 0.2 MILE WEST OF SOUTH MERRILL ROAD TO 0.3 MILE EAST OF HILL ROAD
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date09/25/2024 Sample Unique Key98
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 testing09/25/2024
Sample typeAcceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutes2 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byGiuliano Last name of sampler or witnessed byGiuntoli
Title of samplerJET Telephone number of sampler
Laboratory sample identificationD79722 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Keno Pit Transportation Laboratory (TL) Number851385
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Keno Pit
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
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 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-09-25-98
DIME Test ID: 2024-09-25-98-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 205-December 2010: Method of Test for Determining Percentage of Crushed Particles
Test Release Date: 2024-10-10

Test Results


Will you be using 1/4 in. x No. 4 sieve?: Yes
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/03/2024
Mass of Sample Tested 2 in. × 1 ½ in.: 0 grams
Mass of Crushed Particles Tested 2 in. x 1 ½ in.: 0 grams
Mass of Sample Tested 1 ½ in. x 1 in.: 0 grams
Mass of Crushed Particles Tested 1 ½ in. x 1 in.: 0 grams
Mass of Sample Tested 1 in. x ¾ in.: 1496.1 grams
Mass of Crushed Particles Tested 1 in. x ¾ in.: 1371.5 grams
Mass of Sample Tested 3/4 in. x 1/2 in.: 998.5 grams
Mass of Crushed Particles Tested 3/4 in. x 1/2 in.: 966 grams
Mass of Sample Tested 1/2 in. x 3/8 in.: 499 grams
Mass of Crushed Particles Tested 1/2 in. x 3/8 in.: 475.2 grams
Mass of Sample Tested 3/8 in. x 1/4 in.: 298 grams
Mass of Crushed Particles Tested 3/8 in. x 1/4 in.: 291 grams
Mass of Sample Tested 1/4 in. x No.4: 99.6 grams
Mass of Crushed Particles Tested 1/4 in. x No. 4: 99.3 grams
Mass of Sample Tested No. 4 x No. 8: 0 grams
Mass of Crushed Particles Tested No.4 x No. 8: 0 grams
Mass Retained on Sieve 2 in. x 1 1/2 in.: 0 grams
Mass Retained on Sieve 1 1/2 in. x 1 in.: 0 grams
Mass Retained on Sieve 1 in. x 3/4 in.: 996 grams
Mass Retained on Sieve 3/4 in. x 1/2 in.: 3438 grams
Mass Retained on Sieve 1/2 in. x 3/8 in.: 1445 grams
Mass Retained on Sieve 3/8 in. x 1/4 in.: 1306 grams
Mass Retained on Sieve 1/4 in. x No.4: 786 grams
Mass Retained on Sieve No. 4 x No. 8: 0 grams
Total Mass of Aggregate Sieved: 16101 grams
Percent Retained 2 in. x 1 1/2 in.: 0 %
Percent Retained 1 1/2 in. x 1 in.: 0 %
Percent Retained 1 in. x 3/4 in.: 6 %
Percent Retained 3/4 in. x 1/2 in.: 21 %
Percent Retained 1/2 in. x 3/8 in.: 9 %
Percent Retained 3/8 in. x 1/4 in.: 8 %
Percent Retained 1/4 in. x No. 4: 5 %
Percent Retained No. 4 x No. 8: 0 %
Percent Crushed 2 in. x 1 1/2 in.: 0 %
Percent Crushed 1 1/2 in. x 1 in.: 0 %
Percent Crushed 1 in. x 3/4 in.: 91.67 %
Percent Crushed 3/4 in. x 1/2 in.: 96.75 %
Percent Crushed 1/2 in. x 3/8 in.: 95.23 %
Percent Crushed 3/8 in. x 1/4 in.: 97.65 %
Percent Crushed 1/4 in. x No. 4: 99.7 %
Percent Crushed No. 4 x No. 8: 0 %
Percent Coarse Crushed: 96 %
Percent Fine Crushed: 0 %
General comments (publicly viewable) (Max 1000 characters): 1F=97%

Test was verified on 10/10/2024