Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994426 DEA: 081F9804 EFIS: 0815000087
QA Service Level: 2
DIST-CO-RTE-PM: 08-RIV-215-17.5
Work Description: I-215/Holland Road New BR OC (SOP)
Location Description: City of Menifee
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kelsie Cranford Structure Rep.: Arnel Vega
DIME Sample ID: 2023-08-24-77
TL Number from the TL Form:
Sample Submitted By Organization: ZT Consulting Group, Incorporated
Sample Organization Contact: (818) 929-8162
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 08/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2023
The quantity of what the sample constitutes: Approx 250 cy
A brief description of the sample: Concrete Cylidners
From where was the sample collected: Source
Laboratory sample identification: 01-082423
Structure unique identifier:
Structure name: Wall S-7, Wall S-8, Wall S-14, Wall S-15
The fabricator/manufacturer/facility name: Reinforced Earth Co
The concrete mix design number: RE4000
The truck number from where the sample was collected: 2125
The batch plant ticket number from where the sample was collected: 7772895
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 01-082423
A detailed description of where the material sample was collected: The 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 sampled: Precast MSE Pannels
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-08-24-77-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/24/2025
Date Tested: 09/21/2023
Submitted By Organization: ZT Consulting Group, Incorporated
Organization Address: 1041 East Green Street, Suite 204,
Organization City: Pasadena
Organization State: CA
Organization Zipcode: 91106
Organization Email: farzad@ztcgrp.com
Organization Phone: (818) 929-8162
General Comments for this Test: The cylinders are 2 for 7 days, 2 for 14 days, and last 2 for 28 days
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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6
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Test performed
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With no density determined
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Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 3
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6.01 in
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Average diameter of cylinder 4
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6.01 in
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Average diameter of cylinder 5
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6.01 in
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Average diameter of cylinder 6
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6.01 in
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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Cross sectional area of cylinder 3
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28.37 in^2
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Cross sectional area of cylinder 4
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28.37 in^2
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Cross sectional area of cylinder 5
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28.37 in^2
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Cross sectional area of cylinder 6
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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6495 psi
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Maximum load on cylinder 1
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142610 lb
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Maximum load on cylinder 2
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147210 lb
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Maximum load on cylinder 3
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155700 lb
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Maximum load on cylinder 4
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158680 lb
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Maximum load on cylinder 5
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186480 lb
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Maximum load on cylinder 6
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182040 lb
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Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
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5
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Type of fracture pattern of cylinder 3
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5
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Type of fracture pattern of cylinder 4
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5
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Type of fracture pattern of cylinder 5
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3
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Type of fracture pattern of cylinder 6
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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The cylinders are 2 for 7 days, 2 for 14 days, and last 2 for 28 days
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Correction factor for cylinder 4
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1
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Correction factor for cylinder 5
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1
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Correction factor for cylinder 6
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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