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Sample Record for 2017-07-27-5

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

Project Information

Project ID: 211304 DEA: 07302604 EFIS: 0713000483 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R4.4/R12.1
Work Description: REPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT.
Location Description: LOS ANGELES COUNTY FROM ROUTE 57/60 SEPARATION IN DIAMOND BAR TO ROUTE 57/210 SEPARATION IN GLENDORA
Contractor Name: MYERS AND SONS CONSTRUCTION, LP
Contractor Address: 4600 NORTHGATE BLVD. SUITE 10 SACRAMENTO CA 95834
Resident Engineer: Reda Karout Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-07-27-5
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT QASI - Los Angeles Field Laboratory
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 07/27/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2017
The quantity of what the sample constitutes: 2 6x12 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier: Route 57 and 60 Pavement slabs
Structure name: Precast Pavement Slabs
The fabricator/manufacturer/facility name: Pro Cast Products

Material Information

The concrete mix design number: RRM-14062
The truck number from where the sample was collected: 14
The batch plant ticket number from where the sample was collected: 3056018
Concrete batch plant: Robertsons Ready Mix
The fabricator/manufacturer designation for the sample: Load 4
A detailed description of where the material sample was collected: Wheel Barrow from Chute
Where the material sample would have been placed if not sampled: Precast Pavement Slabs
From Lot No.: Load 4
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2017-07-27-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/24/2017
Date Tested: 08/24/2017
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.03 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.56 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 6040 psi
Maximum load on cylinder 1 172880 lb
Maximum load on cylinder 2 171220 lb
Compressive strength of cylinder 1 6053.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6035.2 psi
Type of fracture pattern of cylinder 2 3
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

Tests Assigned to this Sample

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