Test 2016-04-18-5-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209511
DEA: 080Q7403
EFIS: 0800020456
DIST-CO-RTE-PM08-SBD-15-15.4/30.8
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
Sample Information
Sample Taken Date4/18/2016 Sample Unique Key5
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 testing4/21/2016
Sample typeQuality Assurance A brief description of the sample6 x 12 LCB Cylinders
The quantity of what the sample constitutes3 From where was the sample collectedJob Site
First name of sampler or witnessed byPaul Last name of sampler or witnessed byShrestha
Title of samplerConsultant QA Laboratory sample identification878-C29
The fabricator/manufacturer/facility nameGL THROOP Transportation Laboratory (TL) NumberC29
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design number2016-LCBRS3
The truck number from where the sample was collectedNOT PROVIDED The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedNOT PROVIDED Where the material sample would have been placed if not sampledNOT PROVIDED
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2016-04-18-5
DIME Test ID: 2016-04-18-5-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-04-22
Test Results

Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 04/22/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.96 in
Average diameter of cylinder 2: 5.96 in
Average diameter of cylinder 3: 5.96 in
Maximum load on cylinder 1: 74070 lb
Maximum load on cylinder 2: 71680 lb
Maximum load on cylinder 3: 73540 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: no data
Age of specimen: 4 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.9 in^2
Cross sectional area of cylinder 2: 27.9 in^2
Cross sectional area of cylinder 3: 27.9 in^2
Compressive strength of cylinder 1: 2654.8 psi
Compressive strength of cylinder 2: 2569.2 psi
Compressive strength of cylinder 3: 2635.8 psi
Compressive strength (to nearest 10 psi):2620 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/22/2016