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Sample Record for 2019-08-07-27

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

Project Information

Project ID: 209694 DEA: 080J0704 EFIS: 0800000282 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-0.6/1.7
Work Description: (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location Description: Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Contractor Name: Myers / Rados-Southern California Jobsite Office
Contractor Address: 12210 Michigan St., Suite D, Grand Terrace, CA 92313
Resident Engineer: Fereydoon Alipanah Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2019-08-07-27
TL Number from the TL Form:
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: 08/07/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2019
The quantity of what the sample constitutes: 4 6x12 concrete cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 975-807
Structure unique identifier:
Structure name: BARTON ROAD OC BENT 3 STAGE 2
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: RRM11086
The truck number from where the sample was collected: 1683
The batch plant ticket number from where the sample was collected: 4853460
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: BARTON ROAD OC BENT 3 STAGE 2
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2019-08-07-27-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/09/2019
Date Tested: 09/04/2019
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:
Unit system used? US Units
Number of specimens 4
Test performed With no density determined
Cross sectional area of cylinder 1 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Cross sectional area of cylinder 3 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 4 28.46 in^2
Average diameter of cylinder 1 6.02 in
Compressive strength (to nearest 10 psi) 5110 psi
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 5074.8 psi
Compressive strength of cylinder 2 5253.0 psi
Average diameter of cylinder 3 6.02 in
Compressive strength of cylinder 3 5139.1 psi
Average diameter of cylinder 4 6.02 in
Compressive strength of cylinder 4 4990.2 psi
Maximum load on cylinder 1 144430 lb
Maximum load on cylinder 2 149500 lb
Maximum load on cylinder 3 146260 lb
Maximum load on cylinder 4 142020 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 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 1
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Age of specimen 28 days

Tests Assigned to this Sample

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