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Sample Record for 2017-10-03-4

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

Project Information

Project ID: 210696 DEA: 080M2804 EFIS: 0800000472 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-171.8/173.8
Location Description: In SBD County
Contractor Name: M.C.M. CONSTRUCTION, INC. - Dan Shaw
Contractor Address: P.O. Box 620, North Highlands, CA 95660
Resident Engineer: John Santos Structure Rep.: Faisal Zahlout

Sample Information

DIME Sample ID: 2017-10-03-4
TL Number from the TL Form: 20171003
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: 10/03/2017
Date that the sample was received by the laboratory/organization performing the testing: 10/10/2017
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: 942-03
Structure unique identifier: CENDA BRIDGE DECK
Structure name: CENDA BRIDGE DECK
The fabricator/manufacturer/facility name: CALPORTLAND

Material Information

The concrete mix design number: P40AF033RA
The truck number from where the sample was collected: 8061
The batch plant ticket number from where the sample was collected: S517060
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 BRIDGE DECK
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2017-10-03-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/10/2017
Date Tested: 10/10/2017
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
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:
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 6.00 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 4550 psi
Maximum load on cylinder 1 128720 lb
Maximum load on cylinder 2 129030 lb
Compressive strength of cylinder 1 4553.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4548.1 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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.