Summary for Test 2025-07-18-75-2

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 1001104
DEA: 072XR204
EFIS: 0725000163
DIST-CO-RTE-PM07-LA-1-VAR
Award DateNot set
Closeout DateNot set
Work DescriptionBID ITEM : STEEL SOLDIER PILE (W12X120) ASTM A992 Gr 50, Bare Steel, 100% Domestic 38 PILES AVAILABLE IMMEDIATELY FROM STOCK 37 PILES AVAILABLE FROM FUTURE MILL ROLL OF 3/16/25 Supplied as: 75 EA. @ 33'9"
Location DescriptionPCH
QA Service Level1 (Verified on 03/10/2025)

Sample Information

Sample Taken Date07/18/2025 Sample Unique Key75
Date that the sample was received by the laboratory/organization performing the testing07/18/2025 Sample typeAcceptance
A brief description of the sample4X8 PCC cylinders The quantity of what the sample constitutes130 CY
From where was the sample collectedJob Site First name of sampler or witnessed byHamid
Last name of sampler or witnessed byBoroomand Title of samplerAssistant Structure Representative
Telephone number of sampler Laboratory sample identification25-519
Linked DIME Sample ID The fabricator/manufacturer/facility nameNational Ready Mix Concrete Company
Transportation Laboratory (TL) Number071825 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberS85E840T11
The truck number from where the sample was collected22180 The batch plant ticket number from where the sample was collected190670
Concrete batch plantNational Ready Mix Concrete Company The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedtruck chute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-07-18-75
DIME Test ID: 2025-07-18-75-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2025-08-19

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Robert Achuela
Date of test: 08/15/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 75056 lb
Maximum load on cylinder 2: 81658 lb
Maximum load on cylinder 3: 77929 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.63 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength of cylinder 1: 5942.7 psi
Compressive strength of cylinder 2: 6434.8 psi
Compressive strength of cylinder 3: 6170.2 psi
Compressive strength (to nearest 10 psi): 6180 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/19/2025 ✔