Test 2018-07-20-3-1 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 209695
DEA: 08347704
EFIS: 0800000616
DIST-CO-RTE-PM08-SBD-SR-58-0/12.9
Work Description(Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location DescriptionSR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Sample Information
Sample Taken Date7/20/2018 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 testing7/23/2018
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byKenedy Last name of sampler or witnessed byE
Title of samplerTET Laboratory sample identification976-82
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) Number976-82
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierKIEWITT PLANT
Structure nameKIEWITT PLANT
Material Information
Material TypeConcrete The concrete mix design numberLB18-0058
The truck number from where the sample was collectedNA The batch plant ticket number from where the sample was collectedNA
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleKIEWITT
A detailed description of where the material sample was collectedLOAD 1 Where the material sample would have been placed if not sampledKIEWITT PLANT
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2018-07-20-3
DIME Test ID: 2018-07-20-3-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2018-08-06
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 07/23/2018
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 10200 lb
Maximum load on cylinder 2: 10550 lb
Type of fracture pattern of cylinder 1: 2
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
Correction factor for cylinder 2: 1
Age of specimen: 3 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 359.5 psi
Compressive strength of cylinder 2: 373.2 psi
Compressive strength (to nearest 10 psi):370 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/30/2018