Summary for Test 2016-11-30-6-3

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 211392
DEA: 080K8414
EFIS: 0814000073
DIST-CO-RTE-PM08-SBD-L5726-L5726
Award Date06/22/2016
Closeout Date10/16/2017
Work DescriptionCONSTRUCT OFFICE BUILDING
Location DescriptionSAN BERNARDINO COUNTY AT THE CALTRANS MAINTENANCE STATION 175 WEST CLUSTER STREET SAN BERNARDINO, CALIFORNIA 92402
QA Service Level1 (Verified on 08/02/2016)

Sample Information

Sample Taken Date11/30/2016 Sample Unique Key6
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 testing12/02/2016
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byAL Last name of sampler or witnessed byALINA
Title of samplerRE Telephone number of samplerUnknown
Laboratory sample identification954-1130 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameROBERTSONS REDLAND Transportation Laboratory (TL) Number1130
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameOFFICE BUILDING

Material Information

Material TypeConcrete The concrete mix design numberSC590B38
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 collectedCHUE Where the material sample would have been placed if not sampledSLAB FOR OFFICE BUILDING AT CLUSTER MAINTENANCE IN SBD
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-11-30-6
DIME Test ID: 2016-11-30-6-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2017-01-31

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: 12/21/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 127470 lb
Maximum load on cylinder 2: 129320 lb
Type of fracture pattern of cylinder 1: 3
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: 21 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4509.0 psi
Compressive strength of cylinder 2: 4543.9 psi
Compressive strength (to nearest 10 psi): 4530 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/24/2017