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Testing Report for 2021-03-26-17-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 120M9904
EFIS: 1213000086
Project ID: 214938
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-9.4
Work Description: Replace Precast RCB Culvert & Sewer Pipe & Place HMA Pavement
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mohamad Yacoub
Structure Rep.: Imad Karam

Sample Information

DIME Sample ID: 2021-03-26-17
TL Number from the TL Form:
Sample Submitted By Organization: Structure Cast
Sample Organization Contact: (661) 301-2624
Type of Sample: Informational
Type of Material: Concrete
Sample Taken Date: 3/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/15/2021
The quantity of what the sample constitutes: 9.5 CY
A brief description of the sample: SCC Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: StructureCast

Material Information

The concrete mix design number: 12-0M9904
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3128
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-03-26-17-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 4/2/2021
Capped in accordance with: ASTM C1231
Verified Date: 4/15/2021
Submitted By Organization: Structure Cast
Organization Address: 8261 McCutchen Road ,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93311
Organization Email:
Organization Phone: (661) 301-2624
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Cross sectional area of cylinder 1: 6 in^2
Cross sectional area of cylinder 2: 6 in^2
Capped in accordance with?: ASTM C1231
Compressive strength (to nearest 10 psi): 5520 psi
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 150490 lb
Maximum load on cylinder 2: 161480 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 7 days