Summary for Test 2023-07-28-61-1

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 Date07/28/2023 Sample Unique Key61
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 testing07/31/2023
Sample typeQuality Assurance A brief description of the sample6X12 cylinders
The quantity of what the sample constitutesBetween 0-100 CY From where was the sample collectedJob Site
First name of sampler or witnessed byMatthew Last name of sampler or witnessed byMenning
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identificationC072823-500 Linked DIME Sample ID
The fabricator/manufacturer/facility nameElite Ready Mix Bradshaw Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameBridge 11 Frame 3

Material Information

Material TypeConcrete The concrete mix design numberCT79937S
The truck number from where the sample was collected83 The batch plant ticket number from where the sample was collected12175
Concrete batch plantElite Bradshaw The fabricator/manufacturer designation for the sampleCT79937S
A detailed description of where the material sample was collectedJob Site Where the material sample would have been placed if not sampledBridge 11 Frame 3
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-07-28-61
DIME Test ID: 2023-07-28-61-1
Testing Lab: Sequoia Consultants
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2023-09-11

Test Results


Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Javier Lopez
Date of test: 09/09/2023
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
Maximum load on cylinder 1: 96940 lb
Maximum load on cylinder 2: 96640 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
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: 42 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
Compressive strength (to nearest 10 psi): 3420 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
Compressive Strength Report - C072823-500- 42 Day Fpdf56.39 KB09/11/20232023-07-28-61-1   Info

Test was verified on 9/11/2023