Summary for Test 2020-05-20-13-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214292
DEA: 060Q9004
EFIS: 0614000047
DIST-CO-RTE-PM06-FRE-180-92.2,130.1
Award Date12/13/2019
Closeout Date10/29/2020
Work DescriptionREPLACE BRIDGE RAILS.
Location DescriptionFRESNO COUNTY NEAR SQUAW VALLEY AT MILL CREEK BRIDGE AND NEAR BOYDEN CAVE AT SOUTH FORK KINGS RIVER BRIDGE
QA Service Level1 (Verified on 08/05/2019)

Sample Information

Sample Taken Date05/20/2020 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing05/20/2020 Sample typeQuality Control
A brief description of the sample1x4 concrete aggregates The quantity of what the sample constitutes1 bag
From where was the sample collectedManufacturer First name of sampler or witnessed byJulian
Last name of sampler or witnessed byRivera Jones Title of samplerQC Technician
Telephone number of sampler5592922188 Laboratory sample identification20-166 1x4
Linked DIME Sample ID The fabricator/manufacturer/facility nameOutback Materials
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)91-10-005
The fabricator's/manufacturer's product name for the sample1 x 4 Gravel The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedstockpile
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design number72T1X10 Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-20-13
DIME Test ID: 2020-05-20-13-1
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-05-29

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: Matthew Horn
Date of test: 05/21/2020
Sieve SizeCumulative Percent Passing
0 %
100 %
88.5 %
46.4 %
18.9 %
2.6 %
0.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/29/2020 ✔