Summary for Test 2018-06-15-17-3

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 Date06/15/2018 Sample Unique Key17
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 testing06/21/2018
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders
The quantity of what the sample constitutes6 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byravinder Last name of sampler or witnessed bysingh
Title of samplerTE Telephone number of samplerUnknown
Laboratory sample identification934-0615 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number20180615
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure name54 0483

Material Information

Material TypeConcrete The concrete mix design numberS1T172A
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collected840912
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedsite Where the material sample would have been placed if not sampledMojave River Bridge Widenings 54 0483 starter wall at 6l and7l
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-06-15-17
DIME Test ID: 2018-06-15-17-3
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: 2018-07-20

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 07/13/2018
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: 118720 lb
Maximum load on cylinder 2: 122430 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: 1
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: 4184.7 psi
Compressive strength of cylinder 2: 4315.5 psi
Compressive strength (to nearest 10 psi): 4250 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/13/2018