Print Report | Back to Test Summary

Testing Report for 2016-05-24-7-1

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

Project Information

DEA: 080J8504
EFIS: 0800000324
Project ID: 209453
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138-R24.1
Work Description: REPLACE EXISTING BRIDGE.
Location Description: SAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Amgad Benjamin
Structure Rep.: Osama Abdalla

Sample Information

DIME Sample ID: 2016-05-24-7
TL Number from the TL Form: 160524
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: 5/24/2016
Date that the sample was received by the laboratory/organization performing the testing: 5/25/2016
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: 901-24
Structure unique identifier: HORSETHIEF CREEK BR REPLACE
Structure name: STAGE 2 BRIDGE DECK SPAN 2
The fabricator/manufacturer/facility name: HI GRADE

Material Information

The concrete mix design number: SITI72A
The truck number from where the sample was collected: 193
The batch plant ticket number from where the sample was collected: 207565
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: MIXER
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: 2016-05-24-7-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 5/31/2016
Verified Date: 5/31/2016
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): 4320 psi
Maximum load on cylinder 1: 119100 lb
Maximum load on cylinder 2: 123680 lb
Compressive strength of cylinder 1: 4239.9 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 4403.0 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: no data
Age of specimen: 7 days
Age of specimen in hours: no data