Summary for Test 2016-03-04-5-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 208682
DEA: 083401U4
EFIS: 0800000609
DIST-CO-RTE-PM08-SBD-138,138-6.2/6.4,2.3/R15.2
Award Date09/10/2014
Closeout Date06/23/2021
Work DescriptionWIDEN TO 4 LNS FR BEEKLEY RD TO JCT 15, ADD 1 LN EB FR PHELAN RD TO
Location DescriptionSAN BERNARDINO COUNTY ON ROUTE 138 NEAR PHELAN FROM 0.6 MILE WEST OF PHELAN ROAD TO THE JUNCTION OF ROUTE 15 AND ON ROUTE 2 FROM 0.1 MILE NORTH OF WILD HORSE CANYON ROAD TO ROUTE 138
QA Service Level1 (Verified on 03/11/2013)

Sample Information

Sample Taken Date03/04/2016 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 testing03/14/2016
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes2 Concrete Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed bySilvia Last name of sampler or witnessed byStracner
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification908-04A Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number20160304A
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberHG78547A
The truck number from where the sample was collected180 The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedUnknown Where the material sample would have been placed if not sampledStation10 00 to 10 72
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-03-04-5
DIME Test ID: 2016-03-04-5-1
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: 2016-04-01

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: 04/01/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 187550 lb
Maximum load on cylinder 2: 190410 lb
Type of fracture pattern of cylinder 1: 2
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: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 6610.9 psi
Compressive strength of cylinder 2: 6711.7 psi
Compressive strength (to nearest 10 psi): 6660 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/1/2016