Summary for Test 2023-03-08-16-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215374
DEA: 060X2704
EFIS: 0618000048
DIST-CO-RTE-PM06-FRE-5-37.2/48.8
Award DateNot set
Closeout DateNot set
Work DescriptionPAVEMENT REHABILITATION
Location DescriptionFROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC
QA Service Level1 (Verified on 12/16/2020)

Sample Information

Sample Taken Date03/08/2023 Sample Unique Key16
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 testing03/09/2023
Sample typeAcceptance A brief description of the sampleStructural concrete aggs
The quantity of what the sample constitutes300 cy From where was the sample collectedManufacturer
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDon Chaplin 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)91-35-0012
The fabricator's/manufacturer's product name for the sample1X4 and sand The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile @ Plant
Where the material sample would have been placed if not sampledBridge Deck Primary Aggregate Nominal Size1 inch
The concrete mix design numberG67534ST Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-08-16
DIME Test ID: 2023-03-08-16-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-09

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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 03/08/2023
Cumulative Mass RetainedCumulative Percent Passing
10444 grams
0 grams100 %
0 grams100 %
1479 grams86 %
7513 grams28 %
9333 grams11 %
10112 grams3 %
10215 grams2 %
10440 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/9/2023