Test 2018-01-19-4-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210735
DEA: 071193U4
EFIS: 0713000007
DIST-CO-RTE-PM07-LA-10-37.2/42.4
Work DescriptionCONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location DescriptionIN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Sample Information
Sample Taken Date1/19/2018 Sample Unique Key4
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 testing1/23/2018
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed bySAUL Last name of sampler or witnessed byFIERRO
Title of samplerASR Laboratory sample identification946-085
The fabricator/manufacturer/facility nameNP Transportation Laboratory (TL) Number268085
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSTA 117 75 TO 116 31
Structure nameRW 2093
Material Information
Material TypeConcrete The concrete mix design numberCM5645
The truck number from where the sample was collected303 The batch plant ticket number from where the sample was collected106016231
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 5 Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2018-01-19-4
DIME Test ID: 2018-01-19-4-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-02-16
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 02/16/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 123945 lb
Maximum load on cylinder 2: 122035 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4384.3 psi
Compressive strength of cylinder 2: 4316.8 psi
Compressive strength (to nearest 10 psi):4350 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/16/2018