Test 2020-07-21-27-2 (ASTM C39-17a) Summary

Project Information
Project IdentifiersProject ID: 213747
DEA: 080Q9104
EFIS: 0800020580
DIST-CO-RTE-PM08-SBD-10-R23.8
Work DescriptionRETROFIT BRIDGE PIER WALLS, FOOTINGS AND POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN BERNARDINO COUNTY IN COLTON AT THE SANTA ANA RIVER BRIDGES
Sample Information
Sample Taken Date7/21/2020 Sample Unique Key27
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 testing7/29/2020
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes55 CY From where was the sample collectedJob Site
First name of sampler or witnessed byEddy Last name of sampler or witnessed byScott
Title of samplerAST Laboratory sample identification1017-14
The fabricator/manufacturer/facility nameHoliday Rock Transportation Laboratory (TL) Number1017-14
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete The concrete mix design number3H40H008
The truck number from where the sample was collected638 The batch plant ticket number from where the sample was collected131013656
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedChute Where the material sample would have been placed if not sampledPier Wall 5Q Left and Right
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2020-07-21-27
DIME Test ID: 2020-07-21-27-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-08-21
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: 08/18/2020
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: 139910 lb
Maximum load on cylinder 2: 144900 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: 1
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: 4949.1 psi
Compressive strength of cylinder 2: 5125.6 psi
Compressive strength (to nearest 10 psi):5040 psi
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/21/2020