Summary for Test 2018-01-04-17-3

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 211855
DEA: 081E6504
EFIS: 0814000059
DIST-CO-RTE-PM08-RIV-60-R0.0/7.5
Award Date12/29/2016
Closeout Date06/23/2021
Work DescriptionINSTALL DOUBLE LUMINAIRE LIGHTINGS AND UPGRADE EXISTING LIGHTINGS
Location DescriptionRIVERSIDE COUNTY FROM SAN BERNARDINO COUNTY LINE TO VALLEY WAY UNDERCROSSING
QA Service Level1 (Verified on 04/07/2017)

Sample Information

Sample Taken Date01/04/2018 Sample Unique Key17
Date that the sample was received by the laboratory/organization performing the testing01/08/2018 Sample typeQuality Assurance
A brief description of the sampleConcrete 6 x 12 The quantity of what the sample constitutes6
From where was the sample collectedJob Site First name of sampler or witnessed byEdwin
Last name of sampler or witnessed byEdles Title of samplerTE
Telephone number of samplerUnknown Laboratory sample identification970-214
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameCEMEX
Transportation Laboratory (TL) Number11214 Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown
Structure unique identifierLUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20 Structure nameLUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number1518590
The truck number from where the sample was collected1 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 collectedLUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20 Where the material sample would have been placed if not sampledLUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 269 PLUS 20
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-01-04-17
DIME Test ID: 2018-01-04-17-3
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: 2018-02-01

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 02/01/2018
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: 129060 lb
Maximum load on cylinder 2: 127340 lb
Type of fracture pattern of cylinder 1: 3
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: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Age of specimen in hours: no data
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: 4565.3 psi
Compressive strength of cylinder 2: 4504.4 psi
Compressive strength (to nearest 10 psi): 4530 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/1/2018 ✔