Test 2021-07-08-34-1 (ASTM C39-18) Summary

Project Information
Project IdentifiersProject ID: 214469
DEA: 030H08U4
EFIS: 0319000029
DIST-CO-RTE-PM03-SAC-50-L0.2/R6.1
Work DescriptionSac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location DescriptionFROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Sample Information
Sample Taken Date7/8/2021 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing7/8/2021
Sample typeQuality Control A brief description of the sample4 x 8 concrete core
The quantity of what the sample constitutes25 CY From where was the sample collectedFabricator
First name of sampler or witnessed byMauril Last name of sampler or witnessed byMariano
Title of samplerQuality Control Engineer Laboratory sample identification
The fabricator/manufacturer/facility nameKIE-CON, INC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeConcrete Core Detail description3 concrete cores taken from piles number 11 representing the middle of the 14 inch pile line cast on June 2nd 2021
Structure names14 Inch Square Pile for US 50 Intermodal Improvement Type of materialConcrete
Test Details
DIME Sample ID: 2021-07-08-34
DIME Test ID: 2021-07-08-34-1
Testing Lab: Kie-Con, Inc.
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-07-21
Test Results

Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Aaron Kidd
Date of test: 07/15/2021
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.01 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 98050 lb
Maximum load on cylinder 2: 92970 lb
Maximum load on cylinder 3: 90130 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 1
Correction factor for cylinder 3: 1
Age of specimen: 43 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1:12.63 in^2
Cross sectional area of cylinder 2:12.63 in^2
Cross sectional area of cylinder 3:12.63 in^2
Compressive strength (to nearest 10 psi):7420 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/21/2021