Summary for Test 2015-11-17-5-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209732
DEA: 072881U4
EFIS: 0714000085
DIST-CO-RTE-PM07-LA-210-R16.1/R25.8
Award Date02/06/2015
Closeout Date02/18/2020
Work DescriptionCONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS.
Location DescriptionLOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING
QA Service Level1 (Verified on 11/04/2014)

Sample Information

Sample Taken Date11/17/2015 Sample Unique Key5
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 testing12/08/2015
Sample typeQuality Control A brief description of the sample6X12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byGIZACHEW Last name of sampler or witnessed byABAYNEH
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification927-01 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNational Ready Mix Concrete Company Transportation Laboratory (TL) Number001
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierPAVING NOTCH EXTENSION
Structure nameWALTONIA DR WEST AND EAST CONNECTOR UC BERKSHIRE PL UC CASITAS

Material Information

Material TypeConcrete The concrete mix design numberNP
The truck number from where the sample was collected417 The batch plant ticket number from where the sample was collected947566
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.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-11-17-5
DIME Test ID: 2015-11-17-5-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-12-22

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: 12/15/2015
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: 113130 lb
Maximum load on cylinder 2: 120480 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: no data
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: 4001.8 psi
Compressive strength of cylinder 2: 4261.8 psi
Compressive strength (to nearest 10 psi):4130 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2015