Summary for Test 2024-01-09-18-4

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date01/09/2024 Sample Unique Key18
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 testing01/09/2024
Sample typeQuality Control A brief description of the sample1x4 concrete aggregates
The quantity of what the sample constitutes1 per batch From where was the sample collectedSupplier
First name of sampler or witnessed byThomas Last name of sampler or witnessed byDorsey
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility name711 Concrete batch plant in Ridgecrest Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-15-0027
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 or belt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-01-09-18
DIME Test ID: 2024-01-09-18-4
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-01-12

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Thomas Dorsey
Date of test: 01/09/2024
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 66 %
Cumulative percent passing the 1/2 in. sieve: 22 %
Cumulative percent passing the 3/8 in. sieve: 11 %
Cumulative percent passing the #4 sieve: 7 %
Cumulative percent passing the #8 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/12/2024