Summary for Test 2016-02-16-1-2

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 Date02/16/2016 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 testing02/18/2016
Sample typeQuality Assurance A brief description of the sampleConcrete 6 x 12 Cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byJohnny Last name of sampler or witnessed byCruz
Title of samplerInspector Telephone number of samplerUnknown
Laboratory sample identification908-C39 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHigh Grade MTL Transportation Laboratory (TL) Number908-C39
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberSITI72A
The truck number from where the sample was collected1 The batch plant ticket number from where the sample was collected725399
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleBatch Plant
A detailed description of where the material sample was collectedBack of the Truck Where the material sample would have been placed if not sampledDS 116 Wing walls
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-02-16-1
DIME Test ID: 2016-02-16-1-2
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: 2016-03-01

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: 03/01/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 89410 lb
Maximum load on cylinder 2: 92300 lb
Type of fracture pattern of cylinder 1: 3
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: 14 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 3183.0 psi
Compressive strength of cylinder 2: 3285.9 psi
Compressive strength (to nearest 10 psi): 3230 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/1/2016