Summary for Test 2021-05-28-22-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215252
DEA: 021J4704
EFIS: 0220000082
DIST-CO-RTE-PM02-TRI-3-46.7/49.8,63.8/67.704
Award Date12/18/2020
Closeout Date09/30/2021
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date05/28/2021 Sample Unique Key22
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 testing05/28/2021
Sample typeAcceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutes 3 Bags 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 identificationD78814 Linked DIME Sample ID
The fabricator/manufacturer/facility nameEagle Rock Inc, Junction City Transportation Laboratory (TL) Number779361
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)91-23-0001
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 collectedStock Pile at Eagle Rock Inc
Where the material sample would have been placed if not sampled02 TRI 3 PM 46 to 50 Primary Aggregate Nominal Size1 inch
The concrete mix design numberNot Applicable Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-05-28-22
DIME Test ID: 2021-05-28-22-1
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: 2021-08-10

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: 06/01/2021
Total mass of coarse aggregate: 10642.4 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: 800 grams
Individual mass retained on the 3/4 in. sieve: 939 grams
Individual mass retained on the 1/2 in. sieve: 990 grams
Individual mass retained on the 3/8 in. sieve: 620 grams
Individual mass retained on the #4 sieve: 1260 grams
Individual mass retained on the pan (coarse aggregate): 6030.6 grams
Total mass of fine aggregate: 503.6 grams
Individual mass retained on the #8 sieve: 85.6 grams
Individual mass retained on the #16 sieve: 78.8 grams
Individual mass retained on the #30 sieve: 70.7 grams
Individual mass retained on the #50 sieve: 59.3 grams
Individual mass retained on the #100 sieve: 53.8 grams
Individual mass retained on the #200 sieve: 38.6 grams
Individual mass retained on the pan (fine aggregate): 116.8 grams
Total mass of coarse aggregate: 4609 grams
Total mass of fine aggregate: 504 grams
Percentage of coarse material: 43 %
Percentage of fine material: 57 %
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:92 %
Cumulative percent passing the 3/4 in. sieve:84 %
Cumulative percent passing the 1/2 in. sieve:74.4 %
Cumulative percent passing the 3/8 in. sieve:69 %
Cumulative percent passing the #4 sieve:57 %
Cumulative percent passing the #8 sieve:47 %
Cumulative percent passing the #16 sieve:38 %
Cumulative percent passing the #30 sieve:30 %
Cumulative percent passing the #50 sieve:24 %
Cumulative percent passing the #100 sieve:18 %
Cumulative percent passing the #200 sieve:13.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/10/2021