Summary for Test 2017-11-08-3-1

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 Date11/08/2017 Sample Unique Key3
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 testing11/13/2017
Sample typeQuality Assurance A brief description of the sample6X12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byRAVINDER Last name of sampler or witnessed bySINGH
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification934-108 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameROBERTSONS Transportation Laboratory (TL) Number20171108
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierMOJAVE RIVER BRIDGE WIDEN AND NEW
Structure nameMOJAVE RIVER BRIDGE WIDEN AND NEW

Material Information

Material TypeConcrete The concrete mix design numberSC675B38
The truck number from where the sample was collectedNP The batch plant ticket number from where the sample was collectedNP
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedMOJAVE RIVER BRIDGE WIDEN AND NEW Where the material sample would have been placed if not sampledBENT 7 RIGHT FOOTING POUR
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2017-11-08-3
DIME Test ID: 2017-11-08-3-1
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: 2017-12-06

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: 12/06/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 118410 lb
Maximum load on cylinder 2: 122640 lb
Type of fracture pattern of cylinder 1: 2
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: 28.46 in^2
Compressive strength of cylinder 1: 4201.9 psi
Compressive strength of cylinder 2: 4309.2 psi
Compressive strength (to nearest 10 psi): 4260 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/6/2017