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Testing Report for 2016-03-25-6-1

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
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Amgad Benjamin
Structure Rep.: Osama Abdalla

Sample Information

DIME Sample ID: 2016-03-25-6
TL Number from the TL Form: 325
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: 3/25/2016
Date that the sample was received by the laboratory/organization performing the testing: 4/6/2016
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: 901-25
Structure unique identifier: HORSETHIEF CREEK BR REPLACE
Structure name: STAGE 2 BENT CAP AT BENT 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: 165
The batch plant ticket number from where the sample was collected: 205308
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: 2016-03-25-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 4/22/2016
Verified Date: 4/22/2016
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: 6.02 in
Average diameter of cylinder 2: 6.02 in
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 5070 psi
Maximum load on cylinder 1: 145160 lb
Maximum load on cylinder 2: 143370 lb
Compressive strength of cylinder 1: 5100.5 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 5037.6 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: 28 days
Age of specimen in hours: no data