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Testing Report for 2017-08-18-9-2

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

Project Information

DEA: 080M2804
EFIS: 0800000472
Project ID: 210696
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-171.8/173.8
Location Description: In SBD County
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: John Santos
Structure Rep.: Faisal Zahlout

Sample Information

DIME Sample ID: 2017-08-18-9
TL Number from the TL Form: 009
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: 8/18/2017
Date that the sample was received by the laboratory/organization performing the testing: 8/25/2017
The quantity of what the sample constitutes: 14
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 942-009
Structure unique identifier: 541308l
Structure name: CENDA DITCH BRIDGE
The fabricator/manufacturer/facility name: CALPORTLAND

Material Information

The concrete mix design number: P40AF0233SRA
The truck number from where the sample was collected: 8145
The batch plant ticket number from where the sample was collected: s513039
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: CENDA DITCH BRIDGE 541308l stage 2 bridge deck
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2017-08-18-9-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/28/2017
Verified Date: 8/28/2017
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: 5.99 in
Average diameter of cylinder 2: 6.02 in
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength (to nearest 10 psi): 3060 psi
Maximum load on cylinder 1: 88040 lb
Maximum load on cylinder 2: 85520 lb
Compressive strength of cylinder 1: 3124.2 psi
Type of fracture pattern of cylinder 1: 2
Compressive strength of cylinder 2: 3004.9 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: 10 days
Age of specimen in hours: no data