Summary for Test 2019-06-18-10-2

Test performed: ASTM C39-10

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 Date06/18/2019 Sample Unique Key10
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 testing06/26/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byRAVINDER Last name of sampler or witnessed bySingh
Title of samplerASR Telephone number of sampler
Laboratory sample identification934-0618 Linked DIME Sample ID
The fabricator/manufacturer/facility namena Transportation Laboratory (TL) Number20190618
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameMOJAVE RIVER BRIDGE LEFT

Material Information

Material TypeConcrete The concrete mix design numberSITI72A
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 sampleUnknown
A detailed description of where the material sample was collectedMOJAVE RIVER BRIDGE LEFT Where the material sample would have been placed if not sampledMOJAVE RIVER BRIDGE LEFT
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-06-18-10
DIME Test ID: 2019-06-18-10-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-07-05

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: JG
Date of test: 07/02/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Maximum load on cylinder 1: 139930 lb
Maximum load on cylinder 2: 139115 lb
Type of fracture pattern of cylinder 1: 1
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: 14 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Compressive strength of cylinder 1: 4949.8 psi
Compressive strength of cylinder 2: 4903.6 psi
Compressive strength (to nearest 10 psi):4930 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/5/2019