Test 2019-01-25-8-2 (ASTM C39-10) 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 Date1/25/2019 Sample Unique Key8
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 testing1/31/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byRAVINDER Last name of sampler or witnessed bySingh
Title of samplerASR Laboratory sample identification934-125
The fabricator/manufacturer/facility namerobertsons Transportation Laboratory (TL) Number125
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierstoddard well bridge deck
Structure namestoddard well bridge deck
Material Information
Material TypeConcrete The concrete mix design numberSC799B38
The truck number from where the sample was collectedna The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleAMES CONSTRUCTION
A detailed description of where the material sample was collectedMIDLE OF LOAD Where the material sample would have been placed if not sampledstoddard well bridge deck
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2019-01-25-8
DIME Test ID: 2019-01-25-8-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-03-04
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: 02/22/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 192270 lb
Maximum load on cylinder 2: 208660 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
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6801.2 psi
Compressive strength of cylinder 2: 7381.0 psi
Compressive strength (to nearest 10 psi):7090 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/25/2019