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Testing Report for 2016-12-07-8-1

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

Project Information

DEA: 080Q7904
EFIS: 0800020481
Project ID: 211237
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R93.1/94.2
Work Description: REPLACE HOFF WASH BRIDGE (BRIDGE NUMBER 54-0889L/R)
Location Description: SAN BERNARDINO COUNTY FROM 0.3 MILE WEST TO 0.4 MILE EAST OF HOFF WASH BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Darcy Davis
Structure Rep.: Leonard Romero

Sample Information

DIME Sample ID: 2016-12-07-8
TL Number from the TL Form: 07
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/7/2016
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2016
The quantity of what the sample constitutes: 2
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 953-07
Structure unique identifier: HOFF WASH BR
Structure name: PIER 2 WALLS
The fabricator/manufacturer/facility name: CEMEX

Material Information

The concrete mix design number: 1592266
The truck number from where the sample was collected: 5842
The batch plant ticket number from where the sample was collected: 44461875
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 13
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-12-07-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 12/14/2016
Verified Date: 12/14/2016
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
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength (to nearest 10 psi): 4160 psi
Maximum load on cylinder 1: 115590 lb
Maximum load on cylinder 2: 118160 lb
Compressive strength of cylinder 1: 4115.0 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 4206.5 psi
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: no data
Age of specimen: 7 days
Age of specimen in hours: no data