Print Report | Back to Test Summary

Testing Report for 2018-05-14-16-1

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

Project Information

DEA: 07288604
EFIS: 0700021080
Project ID: 208945
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer:
Structure Rep.:

Sample Information

DIME Sample ID: 2018-05-14-16
TL Number from the TL Form: 866-3218
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: 5/14/2018
Date that the sample was received by the laboratory/organization performing the testing: 5/16/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 866-3218
Structure unique identifier: Unknown
Structure name: PRECAST BRIDGE DECK SLAB C1 NUMBER1
The fabricator/manufacturer/facility name: SFI LONG BEACH

Material Information

The concrete mix design number: SFI LWSBS5
The truck number from where the sample was collected: 507
The batch plant ticket number from where the sample was collected: 427715
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: LIGHT WEIGHT DECK SLAB C1 NUMBER 1
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2018-05-14-16-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/6/2018
Capped in accordance with: ASTM C617/CTM521
Verified Date: 8/6/2018
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: 28.46 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 8320 psi
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.03 in
Compressive strength of cylinder 1: 8494.0 psi
Compressive strength of cylinder 2: 8152.3 psi
Maximum load on cylinder 1: 241740 lb
Maximum load on cylinder 2: 232830 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 3
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: 84 days