Summary for Test 2024-07-03-17-4

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994820
DEA: 060V1104
EFIS: 0616000208
DIST-CO-RTE-PM06-FRE,KIN-5,41,198-Var
Award Date08/31/2023
Closeout Date05/09/2025
Work DescriptionSTRATFORD KINGS RIVER BRIDGE REPLACEMENT.
Location DescriptionFRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/20/2023)

Sample Information

Sample Taken Date07/03/2024 Sample Unique Key17
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 testing07/03/2024
Sample typeAcceptance A brief description of the sampleCon aggs
The quantity of what the sample constitutes0-9 cy From where was the sample collectedManufacturer
First name of sampler or witnessed byJonathon Last name of sampler or witnessed byChaney
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVIking Hanford Transportation Laboratory (TL) Number
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)granite
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 @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberNCT09024 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-07-03-17
DIME Test ID: 2024-07-03-17-4
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: 2024-07-08

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: Calculated
Tester's full name: Tomas Silva
Date of test: 07/05/2024
Sieve SizeCumulative Percent Passing
100 %
98 %
87 %
51 %
24 %
3 %
2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/8/2024