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Testing Report for 2019-08-12-17-1

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

Project Information

DEA: 07138204
EFIS: 0700000142
Project ID: 3825
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47,103-3.5/4.6,0.0/1.1
Work Description: REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Daniel Leon
Structure Rep.: Andy Chen

Sample Information

DIME Sample ID: 2019-08-12-17
TL Number from the TL Form: 8122019D
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: 8/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 8/16/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 816-812D
Structure unique identifier:
Structure name: Frame 4 STEM AND SOFFTS
The fabricator/manufacturer/facility name: National Ready Mix

Material Information

The concrete mix design number: S75099
The truck number from where the sample was collected: 409
The batch plant ticket number from where the sample was collected: 249319
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: MCM
A detailed description of where the material sample was collected: 990 cy
Where the material sample would have been placed if not sampled: Frame 4 STEM AND SOFFTS
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2019-08-12-17-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 9/23/2019
Capped in accordance with: ASTM C617/CTM521
Verified Date: 9/27/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
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
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 5450 psi
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Compressive strength of cylinder 1: 5450.8 psi
Compressive strength of cylinder 2: 5455.8 psi
Maximum load on cylinder 1: 154640 lb
Maximum load on cylinder 2: 154780 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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: 42 days