Summary for Test 2021-10-12-22-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993339
DEA: 024H9304
EFIS: 0219000027
DIST-CO-RTE-PM02-SHA-299-44.3/44.9
Award DateNot set
Closeout DateNot set
Work DescriptionIngot Curve Improvement - Curve Imrovement
Location DescriptionIn Shasta County near Ingot from 2.7 miles east of Seamans Gulch Road to 1.2 miles west of Du Bois Road.
QA Service Level1 (Verified on 11/22/2021)

Sample Information

Sample Taken Date10/12/2021 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 testing10/12/2021
Sample typePreliminary A brief description of the sampleSoil for Use in Gabion Wall Foundation Embankment
The quantity of what the sample constitutes1 Bag for use in gabion wall foundation From where was the sample collectedJob Site
First name of sampler or witnessed byScott Last name of sampler or witnessed byLewis
Title of samplerEngineering Geologist Telephone number of sampler(530) 225-3516
Laboratory sample identificationD78956 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNot applicable Transportation Laboratory (TL) Number876429
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil The fabricator's/manufacturer's product name for the sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collected02-SHA-299-44.3, Fill slope below road at STA 2343 plus 10, depth 0 to 8 inches
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2021-10-12-22
DIME Test ID: 2021-10-12-22-1
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: 2021-10-21

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: 10/13/2021
Total mass of coarse aggregate: 13563 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: 266 grams
Individual mass retained on the 1 in. sieve: 491 grams
Individual mass retained on the 3/4 in. sieve: 395 grams
Individual mass retained on the 1/2 in. sieve: 1028 grams
Individual mass retained on the 3/8 in. sieve: 946 grams
Individual mass retained on the #4 sieve: 2438 grams
Individual mass retained on the pan (coarse aggregate): 7999 grams
Total mass of fine aggregate: 490.1 grams
Individual mass retained on the #8 sieve: 123.6 grams
Individual mass retained on the #16 sieve: 98.5 grams
Individual mass retained on the #30 sieve: 70.9 grams
Individual mass retained on the #50 sieve: 53 grams
Individual mass retained on the #100 sieve: 43.4 grams
Individual mass retained on the #200 sieve: 31.3 grams
Individual mass retained on the pan (fine aggregate): 69.4 grams
Total mass of coarse aggregate: 5564 grams
Total mass of fine aggregate: 490 grams
Percentage of coarse material: 41 %
Percentage of fine material: 59 %
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:98 %
Cumulative percent passing the 1 in. sieve:94 %
Cumulative percent passing the 3/4 in. sieve:92 %
Cumulative percent passing the 1/2 in. sieve:83.9 %
Cumulative percent passing the 3/8 in. sieve:77 %
Cumulative percent passing the #4 sieve:59 %
Cumulative percent passing the #8 sieve:44 %
Cumulative percent passing the #16 sieve:32 %
Cumulative percent passing the #30 sieve:24 %
Cumulative percent passing the #50 sieve:17 %
Cumulative percent passing the #100 sieve:12 %
Cumulative percent passing the #200 sieve:8.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2021