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Testing Report for 2020-10-21-23-1

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

Project Information

DEA: 081E5704
EFIS: 0814000051
Project ID: 214465
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-27.7
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Peter Koury
Structure Rep.: Shukri Abouazra

Sample Information

DIME Sample ID: 2020-10-21-23
TL Number from the TL Form: 178672
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2020
The quantity of what the sample constitutes: Set of Cylinders
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Other
Laboratory sample identification: 1016-72
Structure unique identifier:
Structure name: White Water Br 56-0004
The fabricator/manufacturer/facility name: Desert Ready Mix

Material Information

The concrete mix design number: 20034
The truck number from where the sample was collected: load 4
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Desert Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: na
Where the material sample would have been placed if not sampled: bridge 560004 White Water
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2020-10-21-23-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 11/18/2020
Verified Date: 12/28/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email:
Organization Phone: 213-792-4794
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
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 5.99 in
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength (to nearest 10 psi): 5040 psi
Maximum load on cylinder 1: 134480 lb
Maximum load on cylinder 2: 149815 lb
Compressive strength of cylinder 1: 4757.0 psi
Type of fracture pattern of cylinder 1: 3
Compressive strength of cylinder 2: 5316.4 psi
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: 28 days
Age of specimen in hours: no data