Summary for Test 2019-04-17-8-1

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 Date04/17/2019 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 testing04/18/2019
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byJulius Last name of sampler or witnessed byEsonwune
Title of samplerTET Telephone number of sampler
Laboratory sample identification934-417 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertsons Adelanto Transportation Laboratory (TL) Number20190417
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierD1 Line Sta 160 94 to sta 165 71
Structure nameD1 Line Sta 160 94 to sta 165 71

Material Information

Material TypeConcrete The concrete mix design number508094
The truck number from where the sample was collected1194 The batch plant ticket number from where the sample was collected4295673
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleAMES CONSTRUCTION
A detailed description of where the material sample was collectedload 10 Where the material sample would have been placed if not sampledD1 Line Sta 160 94 to sta 165 71
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2019-04-17-8
DIME Test ID: 2019-04-17-8-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-04-27

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: 04/24/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 27800 lb
Maximum load on cylinder 2: 29360 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 7 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 979.9 psi
Compressive strength of cylinder 2: 1031.6 psi
Compressive strength (to nearest 10 psi): 1010 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/26/2019