Summary for Test 2016-07-15-9-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209918
DEA: 07274804
EFIS: 0700000516
DIST-CO-RTE-PM07-LA-18-0.2
Award Date12/09/2014
Closeout Date01/15/2018
Work DescriptionREPLACE BRIDGE DECK AND RAILING, REPAIR BENT CAPS AND COLUMNS.
Location DescriptionLOS ANGELES COUNTY AT LLANO AT COUNTY LINE OVERHEAD
QA Service Level1 (Verified on 01/08/2015)

Sample Information

Sample Taken Date07/15/2016 Sample Unique Key9
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 testing07/19/2016
Sample typeQuality Assurance A brief description of the sampleConcrete 6 x 12 Cylinders
The quantity of what the sample constitutes10 From where was the sample collectedJob Site
First name of sampler or witnessed bySARA Last name of sampler or witnessed byHARTZ
Title of samplerRE Telephone number of samplerUnknown
Laboratory sample identification936-29 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameRIVERSIDE I AND II LITTLE ROCK Transportation Laboratory (TL) Number117329
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameCAP REPLACEMENT

Material Information

Material TypeConcrete The concrete mix design numberSITI72A
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTRUCK Where the material sample would have been placed if not sampledCAP REPLACEMENT 1 BRIDGE AT COUNTY LINE OH BRIDGE
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-07-15-9
DIME Test ID: 2016-07-15-9-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-07-26

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: 07/25/2016
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: 109150 lb
Maximum load on cylinder 2: 106010 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 4
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: 10 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: 3861.0 psi
Compressive strength of cylinder 2: 3749.9 psi
Compressive strength (to nearest 10 psi):3810 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/26/2016