Summary for Test 2024-09-04-143-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 995524
DEA: 021H3604
EFIS: 0216000040
DIST-CO-RTE-PM02-SIS-96-76.8/78.0
Award Date03/22/2024
Closeout Date12/29/2025
Work DescriptionREPLACE BRIDGE.
Location DescriptionSISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK
QA Service Level1 (Verified on 12/27/2023)

Sample Information

Sample Taken Date09/04/2024 Sample Unique Key143
Date that the sample was received by the laboratory/organization performing the testing10/04/2024 Sample typeQuality Control
A brief description of the sampleConcrete The quantity of what the sample constitutes73.5
From where was the sample collectedSource First name of sampler or witnessed byJaime Rios Godoy
Last name of sampler or witnessed byGodoy Title of samplerQC Technician
Telephone number of sampler5623219840 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMSC
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameAbut 4 CIDH Piles 3,9,15
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberKCIDH
The truck number from where the sample was collectedFirst Truck The batch plant ticket number from where the sample was collectedNot applicable
Concrete batch plantOnsite The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete from wheelbarrow Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2024-09-04-143
DIME Test ID: 2024-09-04-143-1
Testing Lab: Myers and Sons Construction
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-01-30

Test Results


Unit system used?: US Units
Number of specimens: 1
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Latif Kohistani
Date of test: 01/30/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Maximum load on cylinder 1: 87480 lb
Type of fracture pattern of cylinder 1: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Age of specimen: 28 days
Compressive strength of cylinder (to nearest 10 psi): 7000 psi
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
09-04-24 02-1H6304 RTE 96 KCIDH CIPSC (28 Day Break Report)pdf243.97 KB01/30/20252024-09-04-143-1   Info

Test was verified on 1/30/2025 ✔