B.08.02 - 04 Concrete QA Testing.xlsx
XLSX spreadsheet 15 KB Posted
- Attached to
- MK AIRBASE CARGO APRON QUALITY ASSURANCE SUPPORT Federal contract opportunity
- Solicitation number
- W912GB23R0051
- Issued by
- Department of the Army European Command
About this file
This document outlines quality assurance testing requirements for a concrete paving project. It specifies various tests to be performed on materials and workmanship at different stages of the project, including tests for aggregate gradations, air content, slump, concrete temperature, flexural strength, compressive strength, surface smoothness, curing, edge slump, and dowel alignment. It estimates the quantity of each type of test and provides notes on timing, responsibilities, and costs. The related federal contract opportunity is for quality assurance support on a cargo apron project at a military airbase in Europe to be awarded by the Department of the Army European Command. It involves providing oversight and testing for concrete work as outlined in the QA testing document.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B.08.02 - 01 Combined Drawings.pdf | ||
| B.08.02 - 01 Paving Plan.pdf | ||
| B.08.02 - Solicitation W912GB23R0051 - Final.pdf | ||
| B.08.02 - 03 Base Access.pdf | ||
| B.08.02 - 03 Base Access (New Vehicle Template).DOCX | DOCX document | |
| B.08.02 - 01 Contractors Jointing Plan.pdf | ||
| B.08.02 - 03 Base Access (MK Airbase, Romania).xlsx | XLSX spreadsheet | |
| B.08.02 - 01 Paving Calendar.pdf |
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Text version
Sheet1 TEST METHOD TEST PROCEDURE QA REQUIRED TESTING ESTIMATED QUANTITY Testing Results Required Notes
| SREN933-1 | GRADATIONS | 2 PER PAVING DAY | 24 TOTAL | 7 Calendar days after individual Pilot Lane, Fill-in Lane or Odd Shaped Slab placement | Fine & Coarse Agg sample at belt / and Onsite COST PER TEST. KTR CAN SPLIT THESE SAMPLES AND PROVIDE TO QA FOR TESTING |
| SREN12350, EN12350-7 | AIR CONTENT | EACH TIME A SPECIMEN IS FORMED PLUS 1 RANDOM | 24 TOTAL | 24 hours after each test | COST PER DAY ON PAVING DAY |
| SREN12390-1 | SLUMP | EACH TIME A SPECIMEN IS FORMED PLUS 2 RANDOM | VISUAL; to be performed when QC is performing tests | 24 hours after each test | COST PER PAVING DAY / IF QA IS ONSITE, OVERSEE KTR TESTING. NOT REQUIRED TO HAVE OWN EQUIPMENT |
| SREN12390-1 | CONCRETE TEMP | EACH TIME A SPECIMEN IS FORMED | VISUAL; to be performed when QC is performing tests | 24 hours after each test | COST PER PAVING DAY / IF QA IS ONSITE, OVERSEE KTR TESTING. NOT REQUIRED TO HAVE OWN EQUIPMENT |
| SREN12390-1, NE014, NE012, EN 12390-5 | FLEXURAL STRENGTH (BEAMS) | 6 PER LANE OR SLAB (LOT) | 72 TOTAL; 6 for Test Section, 30 for Pilot Lanes, 24 for Fill in Lanes, 12 for Odd Shaped Slabs | 3 Beams at 14 & 3 Beams at 28 Days | KTR TO BREAK BEAMS AT 14 AND 28 DAYS FOR FLEXURAL STRENGTH / COST PER TEST |
| EN 12390-6 | COMPRESSIVE STRENGTH (CORES) | 2 PER LANE OR SLAB (LOT) | 24 TOTAL | 72 Hours after provided cores from KTR | COST PER TEST |
| STRAIGHT EDGE METHOD PARA. 2.1.1.3.1 | SMOOTHNESS | 15M INTERVALS PERPENDICULAR TO CL PER LANE | 1 Test Section, 5 Pilot Lanes; 4 Fill in Lanes, 2 Odd Shaped Slabs | 48 hours after each individual Pilot Lane, Fill-in Lane or Odd Shaped Slab placement | COST PER DAY ON NON-PAVING DAY |
| PARA. 3.7.2 | CURING | Visual | 1 Test Section, 5 Pilot Lanes; 4 Fill in Lanes, 2 Odd Shaped Slabs | 24 hours after each individual Pilot Lane, Fill-in Lane or Odd Shaped Slab placement | VERIFY KTR CALIBRATES CURING MACHINE, REAPPLIES AS NECESSARY, & CHECKS CURING APPLICATION RATE |
| EDGE SLUMP | 1.5 TO 3.0 M SPACING | 1 Test Section, 5 Pilot Lanes; 4 Fill in Lanes, 2 Odd Shaped Slabs | 48 hours after each individual Pilot Lane, Fill-in Lane or Odd Shaped Slab placement | COST PER DAY ON NON-PAVING DAY | |
| PARA 2.1.2.2 JOINT FACE DEFORMATION | JOINT FACE: A. OFFSET FROM STRAIGHTEDGE APPLIED LONGITUDINALLY TO PAVEMENT SURFACE B. OFFSET FROM STRAIGHTEDGE APPLIED TOP TO BOTTOM AGAINST THE JOINT FACE C. OFFSET FROM STRAIGHTEDGE APPLIED TOP TO BOTTOM AGAINST THE JOINT FACE D. ABRUPT OFFSET IN ANY DIRECTION E. OFFSET OF JOINT FACE FROM TRUE VERTICAL | 1.5 TO 3.0 M SPACING |
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Comment:
| Quantity seems excessive. | 1 Test Section, 5 Pilot Lanes; 4 Fill in Lanes, 2 Odd Shaped Slabs | 48 hours after each individual Pilot Lane, Fill-in Lane or Odd Shaped Slab placement | COST PER DAY ON NON-PAVING DAY | |||
| PARA. 3.5.8 | DOWEL ALIGNMENT | ALL DOWELS | 1 Test Section, 5 Pilot Lanes; 4 Fill in Lanes, 2 Odd Shaped Slabs | 48 hours prior to each individual Pilot Lane, Fill-in Lane or Odd Shaped Slab placement. | COST PER DAY ON NON-PAVING DAY |
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