Test 2016-09-16-7-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
Sample Information
Sample Taken Date9/16/2016 Sample Unique Key7
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 testing9/21/2016
Sample typeQuality Assurance A brief description of the sample6x12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byANGELO Last name of sampler or witnessed byPEREZ
Title of samplerASSISTANT IQA ENGINEER Laboratory sample identification866-17
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number0916160C-TOWER17
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierOCEAN BLVD TO SR 47 IN LB
Structure nameTOWER 17 LIFT 12
Material Information
Material TypeConcrete The concrete mix design numberSFI-SCC
The truck number from where the sample was collected436 The batch plant ticket number from where the sample was collected19010441
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-09-16-7
DIME Test ID: 2016-09-16-7-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-10-14
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 10/14/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.03 in
Maximum load on cylinder 1: 247480 lb
Maximum load on cylinder 2: 244030 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.56 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Compressive strength of cylinder 1: 8665.3 psi
Compressive strength of cylinder 2: 8544.5 psi
Compressive strength (to nearest 10 psi):8600 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/14/2016