Summary for Test 2015-11-21-3-1

Test performed: ASTM C39-17a

Project Information

Project IdentifiersProject ID: 209511
DEA: 080Q7403
EFIS: 0800020456
DIST-CO-RTE-PM08-SBD-15-15.4/30.8
Award Date10/29/2013
Closeout DateNot set
Work DescriptionDesign Build project provides pavement rehabilitation (including ramps) on I-15 near Cajon Pass, CA.
Location DescriptionOn I-15 from 0.4 mile north of Kenwood Avenue to 0.3 mile south of West Hesperia OH
QA Service Level1 (Verified on 04/03/2014)

Sample Information

Sample Taken Date11/21/2015 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 testing11/24/2015
Sample typeQuality Control 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 byJOSEPH Last name of sampler or witnessed byATAEI
Title of samplerIQA FIELD INSPECTOR Telephone number of samplerUnknown
Laboratory sample identification878-21 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCEMEX Transportation Laboratory (TL) Number1121
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierSBD I15PM R 15 4 30 8
Structure nameSEG1 SB LANE2 STA 142 10

Material Information

Material TypeConcrete The concrete mix design number1202-8 LCB
The truck number from where the sample was collected65 The batch plant ticket number from where the sample was collected15
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedLOAD 15 Where the material sample would have been placed if not sampledUnknown
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-11-21-3
DIME Test ID: 2015-11-21-3-1
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: 2015-11-24

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: 11/24/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 8720 lb
Maximum load on cylinder 2: 8800 lb
Type of fracture pattern of cylinder 1: 2
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: no data
Age of specimen: 3 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 310.4 psi
Compressive strength of cylinder 2: 313.3 psi
Compressive strength (to nearest 10 psi): 310 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/24/2015