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Sample Record for 2019-09-05-27

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: 2019-09-05-27
TL Number from the TL Form: 4920952
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: 09/05/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2019
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: 975-52
Structure unique identifier:
Structure name: bridge deck phase 2
The fabricator/manufacturer/facility name: robertsons

Material Information

The concrete mix design number: rrm17031
The truck number from where the sample was collected: 1650
The batch plant ticket number from where the sample was collected: 4920952
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: MYERS RADOS JV
A detailed description of where the material sample was collected: 195 cy
Where the material sample would have been placed if not sampled: bridge deck phase 2
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2019-09-05-27-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 09/18/2019
Date Tested: 09/12/2019
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 2
Test performed With no density determined
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 3120 psi
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 3281.6 psi
Compressive strength of cylinder 2 2965.9 psi
Maximum load on cylinder 1 93100 lb
Maximum load on cylinder 2 84410 lb
Type of fracture pattern of cylinder 1 2
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 1
Age of specimen 7 days

Tests Assigned to this Sample

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