Test 2016-08-14-1-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210251
DEA: 072W6904
EFIS: 0713000439
DIST-CO-RTE-PM07-LA-5-Various
Work DescriptionTREAT BRIDGE DECK WITH METHACRYLATE AND REPLACE JOINT SEALS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date8/14/2016 Sample Unique Key1
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 testing8/16/2016
Sample typeQuality Assurance A brief description of the sampleConcrete Cyl
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byBraidy Last name of sampler or witnessed byFernandez
Title of samplerASR Laboratory sample identification923-786
The fabricator/manufacturer/facility nameSLC Anaheim Transportation Laboratory (TL) Number923-786
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberCTS-72-EHI
The truck number from where the sample was collected10 The batch plant ticket number from where the sample was collected47236
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedSITE Where the material sample would have been placed if not sampledSB at Allen from abut 1 to approx midspan
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-08-14-1
DIME Test ID: 2016-08-14-1-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-09-12
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: 09/11/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 210940 lb
Maximum load on cylinder 2: 204600 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
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: 29 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 7485.5 psi
Compressive strength of cylinder 2: 7237.4 psi
Compressive strength (to nearest 10 psi):7360 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/12/2016