Summary for Test 2021-06-14-47-3

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 214469
DEA: 030H08U4
EFIS: 0319000029
DIST-CO-RTE-PM03-SAC-50-L0.2/R6.1
Award Date06/30/2020
Closeout DateNot set
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
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date06/14/2021 Sample Unique Key47
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 testing06/15/2021
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes39.5 CY From where was the sample collectedFabricator
First name of sampler or witnessed byTim Last name of sampler or witnessed byJellinghausen
Title of samplerQC Inspector Technician Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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 The concrete mix design numberCTP70-V41
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected110602
Concrete batch plant The fabricator/manufacturer designation for the sample3N 6/14/21
A detailed description of where the material sample was collectedConcrete sample from wheelbarrow Where the material sample would have been placed if not sampled14 Inch Square Pile
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-06-14-47
DIME Test ID: 2021-06-14-47-3
Testing Lab: Kie-Con, Incorporated - Antioch
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: 6
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Stephen Haynes
Date of test: 07/13/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 177040 lb
Maximum load on cylinder 2: 204820 lb
Maximum load on cylinder 3: 179310 lb
Maximum load on cylinder 4: 199210 lb
Maximum load on cylinder 5: 180670 lb
Maximum load on cylinder 6: 203740 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
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 1
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Correction factor for cylinder 6: 1
Age of specimen: 29 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength (to nearest 10 psi): 6750 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/21/2021