Summary for Test 2023-08-24-77-1

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 994426
DEA: 081F9804
EFIS: 0815000087
DIST-CO-RTE-PM08-RIV-215-17.5
Award Date01/03/2023
Closeout DateNot set
Work DescriptionI-215/Holland Road New BR OC (SOP)
Location DescriptionCity of Menifee
QA Service Level2 (Verified on 12/07/2022)

Sample Information

Sample Taken Date08/24/2023 Sample Unique Key77
Date that the sample was received by the laboratory/organization performing the testing08/25/2023 Sample typeQuality Control
A brief description of the sampleConcrete Cylidners The quantity of what the sample constitutesApprox 250 cy
From where was the sample collectedSource First name of sampler or witnessed bySkyler
Last name of sampler or witnessed byWillcut Title of samplerQC Technician
Telephone number of sampler Laboratory sample identification01-082423
Linked DIME Sample ID The fabricator/manufacturer/facility nameReinforced Earth Co
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameWall S-7, Wall S-8, Wall S-14, Wall S-15
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design numberRE4000
The truck number from where the sample was collected2125 The batch plant ticket number from where the sample was collected7772895
Concrete batch plant The fabricator/manufacturer designation for the sample01-082423
A detailed description of where the material sample was collectedThe samples was taken from tuck prior to pour at RECO manufacturing site in Victorville, CA Where the material sample would have been placed if not sampledPrecast MSE Pannels
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-08-24-77
DIME Test ID: 2023-08-24-77-1
Testing Lab: ZT Consulting Group, Incorporated
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-03-24

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Jeremy Beissner
Date of test: 09/21/2023
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.01 in
Maximum load on cylinder 1: 142610 lb
Maximum load on cylinder 2: 147210 lb
Maximum load on cylinder 3: 155700 lb
Maximum load on cylinder 4: 158680 lb
Maximum load on cylinder 5: 186480 lb
Maximum load on cylinder 6: 182040 lb
Type of fracture pattern of cylinder 1: 5
Type of fracture pattern of cylinder 2: 5
Type of fracture pattern of cylinder 3: 5
Type of fracture pattern of cylinder 4: 5
Type of fracture pattern of cylinder 5: 3
Type of fracture pattern of cylinder 6: 3
Comment on any defect in either specimen or caps (Max 250 Characters): The cylinders are 2 for 7 days, 2 for 14 days, and last 2 for 28 days
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Correction factor for cylinder 6: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Cross sectional area of cylinder 6: 28.37 in^2
Compressive strength (to nearest 10 psi): 6495 psi
General comments (publicly viewable) (Max 1000 characters): The cylinders are 2 for 7 days, 2 for 14 days, and last 2 for 28 days

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
RECO Concrete Test 082323pdf143.22 KB03/24/20252023-08-24-77-1   Info

Test was verified on 3/24/2025 ✔