Test 2018-08-31-14-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 210569
DEA: 083555V4
EFIS: 0814000086
DIST-CO-RTE-PM08-SBD-15-42.5/46.0
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
Sample Information
Sample Taken Date8/31/2018 Sample Unique Key14
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing9/13/2018
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byMd Last name of sampler or witnessed byRahman
Title of samplerTE Laboratory sample identification934-V4831
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberV4831
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design numberC590F25A
The truck number from where the sample was collected209 The batch plant ticket number from where the sample was collected843100
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedsite load 9 Where the material sample would have been placed if not sampledPiles cap at pier 3 for Mojave River Bridge New
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2018-08-31-14
DIME Test ID: 2018-08-31-14-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-10-08
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: 09/28/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 136710 lb
Maximum load on cylinder 2: 133940 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: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 4851.3 psi
Compressive strength of cylinder 2: 4753.0 psi
Compressive strength (to nearest 10 psi):4800 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/01/2018