Summary for Test 2016-05-24-6-2

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 210569
DEA: 083555V4
EFIS: 0814000086
DIST-CO-RTE-PM08-SBD-15-42.5/46.0
Award Date11/05/2015
Closeout Date01/18/2022
Work DescriptionWIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location DescriptionSAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
QA Service Level1 (Verified on 10/15/2015)

Sample Information

Sample Taken Date05/24/2016 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 testing05/25/2016
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed bydarren Last name of sampler or witnessed byhopper
Title of samplerasr Telephone number of samplerUnknown
Laboratory sample identification934-04 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameRobertson Transportation Laboratory (TL) Number180604
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierRETAINING WALL 160
Structure nameFOOTING STEPS 1 TO 7

Material Information

Material TypeConcrete The concrete mix design numberSC590B38
The truck number from where the sample was collected1712 The batch plant ticket number from where the sample was collected1086271
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedPUMP TREMIE Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-05-24-6
DIME Test ID: 2016-05-24-6-2
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: 2016-06-07

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: 06/07/2016
Capped in accordance with?: ASTM C1231
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 96570 lb
Maximum load on cylinder 2: 96450 lb
Type of fracture pattern of cylinder 1: 1
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: 3437.9 psi
Compressive strength of cylinder 2: 3433.6 psi
Compressive strength (to nearest 10 psi): 3440 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/7/2016